Buildings Item Rates 2011-12

SSR 2011-12

Andhra Pradesh Standard Data 1 of 264

Andhra Pradesh Standard Data Buildings

Index-code S.No Description Unit Quantity Rate Rs. Remarks

1 2 3 4 5 6 7BLD-CSTN-1 MORTARS

BLD-CSTN-1-1 1 Cement Mortar (1 : 1)Unit : 1cumA. MATERIALS:Cement kg. 1440.00 5.50 7920.00Sand (including 5% wastage) cum 1.05 425.00 446.25Seigniorage charges for sand cum 1.05B. MACHINERY- Nil - -C. LABOUR:Man mazdoor for mixing mortar day 0.20 285.00 57.00Grand Total 8423.25

BLD-CSTN-1-2 2 Cement Mortar (1 : 1.5)Unit : 1cumA. MATERIALS:Cement kg. 960.00 5.50 5280.00Sand (including 5% wastage) cum 1.05 425.00 446.25Seigniorage charges for sand cum 1.05B. MACHINERY- Nil - -C. LABOUR:Man mazdoor for mixing mortar day 0.20 285.00 57.00Grand Total 5783.25



BLD-CSTN-1-5 5 Cement Mortar (1 : 4)Unit : 1cumA. MATERIALS:Cement kg. 360.00 5.50 1980.00Sand (including 5% wastage) cum 1.05 425.00 446.25Seigniorage charges for sand cum 1.05B. MACHINERY- Nil - - -C. LABOUR:Man mazdoor for mixing mortar day 0.20 285.00 57.00Grand Total 2483.25

BLD-CSTN-1-6 6 Cement Mortar (1 : 5)Unit : 1cumA. MATERIALS:Cement kg. 288.00 5.50 1584.00

Amount Rs.

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Sand (including 5% wastage) cum 1.05 425.00 446.25Seigniorage charges for sand cum 1.05B. MACHINERY- Nil - -C. LABOUR:Man mazdoor for mixing mortar day 0.20 285.00 57.00Grand Total 2087.25



BLD-CSTN-2

BLD-CSTN-2-1 9 Plain Cement concrete Grade M20 - Nominal Mix using 20mm metal with hand mixingUnit : 1cumA. MATERIALS:Cement Kg 400.00 5.50 2200.00Coarse aggregate 20mm cum 0.90 1175.00 1057.50 M-053Fine aggregate (Sand) cum 0.45 425.00 191.25Seigniorage charges for C.A cum 0.90Seigniorage charges for F.A cum 0.45B. LABOUR:

day 0.10 285.00 28.50

Mazdoor (unskilled) day 2.36 215.00 507.40Water (including for curing) kl 1.20 77.00 92.40Grand Total 4077.05

BLD-CSTN-2-2 10

using 40mm metal using concrete mixerUnit : 1cumA. MATERIALS:Cement Kg 220.00 5.50 1210.00Coarse aggregate 40mm cum 0.90 745.00 670.50 M-055Fine aggregate (Sand) cum 0.45 425.00 191.25Seigniorage charges for C.A cum 0.90Seigniorage charges for F.A cum 0.45Water (including for curing) kl 1.20 77.00 92.40B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 1.00 342.50 342.50C. LABOUR:

day 0.10 285.00 28.50

Mazdoor (unskilled) day 1.39 215.00 298.85

CONCRETE, DAMP PROOF COURSE & REINFORCEMENT

Mason 1st class

Note : For Nominal Mix : Considering table 9 IS 456 : 2000, the quantity of cement needed is 405 kgs / cum. Hence proposed 400 kgs of cement for cum of CC M20Plain Cement concrete Grade M10 - Nominal Mix upto Plinth level

Mason 1st class

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Grand Total 2834.00

BLD-CSTN-2-3 11 PCC Grade M15 - Nominal mix 1:2.5:5 (Hand mixing)

Unit = 1cumA) MaterialCement kg 275.00 5.50 1512.50Coarse sand cum 0.48 325.00 156.0040 mm aggregate cum 0.54 745.00 402.3020 mm aggregate cum 0.27 1175.00 317.2510 mm aggregate cum 0.09 820.00 73.80 M-051Water (including for curing) kl 1.20 77.00 92.40B) Labour Mason (1st Class) day 0.10 285.00 28.50Mazdoor (Unskilled) day 2.36 215.00 507.40Grand Total 3090.15

BLD-CSTN-2-4 12

Unit = 1cumA. MATERIALS:Cement kg 162.00 5.50 891.00Coarse aggregate 40 mm cum 0.90 745.00 670.50Fine aggregate (Sand) cum 0.45 425.00 191.25Seigniorage charges for C.A cum 0.90Seigniorage charges for F.A cum 0.45Water (including for curing) kl 1.20 77.00 92.40B. LABOUR:

day 0.10 285.00 28.50

Mazdoor (unskilled) day 2.36 215.00 507.40Grand Total 2381.05

BLD-CSTN-2-513

Unit = 1cumA. MATERIALS:Cement kg 162.00 5.50 891.00Coarse aggregate 40 mm cum 0.90 745.00 670.50Fine aggregate (Sand) cum 0.45 425.00 191.25Seigniorage charges for C.A cum 0.90Seigniorage charges for F.A cum 0.45Water (including for curing) kl 1.20 77.00 92.40B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 1.00 342.50 342.50C. LABOUR:

day 0.10 285.00 28.50

Mazdoor (unskilled) day 1.39 215.00 298.85Water Charges 1% - 25.15Grand Total 2540.15

BLD-CSTN-2-6 14


day 0.10 285.00 28.50


Plain Cement concrete (1:4:8) using 40 mm metal with hand mixing upto Plinth level

Mason 1st class

Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level.

Mason 1st class


Mason 1st class

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-2-715


day 0.10 285.00 28.50


BLD-CSTN-2-8 16


day 0.10 285.00 28.50


BLD-CSTN-2-9 17


day 0.10 285.00 28.50


BLD-CSTN-2-10 18 Plain Cement concrete - Nominal Mix (1:3:6) using 40mm metal with hand mixingUnit : 1cumA. MATERIALS:Cement Kg 220.00 5.50 1210.00Coarse aggregate 40mm cum 0.90 745.00 670.50Fine aggregate (Sand) cum 0.45 425.00 191.25Seigniorage charges for C.A cum 0.90Seigniorage charges for F.A cum 0.45Water (including for curing) kl 1.20 77.00 92.40B. LABOUR:

day 0.10 285.00 28.50


Plain Cement concrete (1:5:10) using 40 mm metal with Concrete mixture. All work upto plinth level.

Mason 1st class


Mason 1st class

Plain Cement concrete (1:6:10) using 40 mm metal with Concrete mixture upto Plinth level

Mason 1st class

Mason 1st class

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-2-11 19

Unit : 1cumA. MATERIALS:Cement Kg 330.00 5.50 1815.00Coarse aggregate 40mm graded cum 0.90 745.00 670.50Fine aggregate (Sand) cum 0.45 425.00 191.25Seigniorage charges for C.A cum 0.90Seigniorage charges for F.A cum 0.45Water (including for curing) kl 1.20 77.00 92.40B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 1.00 342.50 342.50C. LABOUR:

day 0.10 285.00 28.50


BLD-CSTN-2-12 20 Plain Cement concrete (M 15) Nominal Mix 1:2.5:5

using 40mm metal using concrete mixerUnit : 1cumA. MATERIALS:Cement Kg 275.000 5.50 1512.50Coarse aggregate 40mm cum 0.540 745.00 402.30Coarse aggregate 20mm cum 0.270 1175.00 317.25Coarse aggregate 10mm cum 0.090 820.00 73.80Fine aggregate (Sand) cum 0.480 425.00 204.00Seigniorage charges for C.A cum 0.900Seigniorage charges for F.A cum 0.480Water (including for curing) kl 1.20 77.00 92.40B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 1.000 342.50 342.50C. LABOUR:

day 0.100 285.00 28.50


BLD-CSTN-2-13 21 R.C.C. M-20 Nominal MixNEW

A FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth)

A. MATERIALS:20mm HBG graded metal cum 0.900 1175.00 1057.50Sand cum 0.450 425.00 191.25Cement Kgs 400.000 5.50 2200.00B. LABOUR:1st Class Mason day 0.133 285.00 37.912nd Class Mason day 0.267 260.00 69.42Mazdoor (Both Men and Women) day 3.600 215.00 774.00B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 1.000 342.50 342.50Cost of Diesel for Miller Liters 0.133 45.00 5.99

Plain Cement concrete (M 20) Nominal Mix using 40mm metal using concrete mixer

Mason 1st class

Mason 1st class

RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering.

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Cost of Petrol for Vibrator Liters 0.667 75.00 50.03Water (including for curing) kl 1.200 77.00 92.40BASIC COST per 1 cum 4820.99

B

A. MATERIALS:20mm HBG graded metal cum 0.900 1175.00 1057.50Sand cum 0.450 425.00 191.25Cement Kgs 400.000 5.50 2200.00B. LABOUR:1st Class Mason day 0.167 285.00 47.602nd Class Mason day 0.167 260.00 43.42Mazdoor (Both Men and Women) day 4.700 215.00 1010.50B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 1.000 342.50 342.50Water (including for curing) kl 1.200 77.00 92.40BASIC COST per 1 cum 4985.17

C RCC SLABS, BEAMSA. MATERIALS:20mm HBG graded metal cum 0.900 1175.00 1057.50Sand cum 0.450 425.00 191.25Cement Kgs 400.000 5.50 2200.00B. LABOUR:1st Class Mason day 0.067 285.00 19.102nd Class Mason day 0.133 260.00 34.58Mazdoor (Both Men and Women) day 2.500 215.00 537.50B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 0.267 342.50 91.45Water (including for curing) kl 1.200 77.00 92.40BASIC COST per 1 cum 4223.77

BLD-CSTN-2-16

24

Unit = 25 sqmA. MATERIALS:Cement kgs 320.00 5.50 1760.00Coarse aggregate 12mm cum 0.90 980.00 882.00 M-052Fine aggregate (sand) cum 0.45 425.00 191.25Seigniorage charges of coarse aggregate cum 0.90Seigniorage charges of sand cum 0.45Form work L.S. 1200.00 1200.00B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 1.00 342.50 342.50C. LABOUR:

day 0.1 285.00 28.50

Mazdoor (unskilled) day 1.98 215.00 425.70D. Grand Total for 25 sqm 4829.95Rate per Sqm = D/25 193.20

COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS

Damp proof course 40mm thick with cement concrete (1:2:4 Nominal mix), using 12mm hard broken stone aggregate including cost of all materials, seigniorage charges, excluding conveyance charges of materials, including the cost of machinery, labour charges, mixing, placing in position, leveling, vibrating, curing etc. complete for finished item of work. (Using concrete mixer)

Mason 1st class

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-2-17

25

Unit = 20 sqmA. MATERIALS:Cement kgs 320.00 5.50 1760.00Coarse aggregate 12mm cum 0.90 980.00 882.00Fine aggregate (sand) cum 0.45 425.00 191.25Seigniorage charges of coarse aggregate cum 0.90Seigniorage charges of sand cum 0.45Form work L.S. 1200.00 1200.00B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 1.00 342.50 342.50C. LABOUR:

day 0.1 285.00 28.50

Mazdoor (unskilled) day 1.98 215.00 425.70D. Grand Total for 20 sqm 4829.95Rate per Sqm = D/20 241.50

BLD-CSTN-2-18

Unit = t(a) Material

t 1.05 44000.00 46200.00

Binding wire kg 6.00 55.00 330.000.00

Blacksmith / Bar bender day 2.00 285.00 570.00Mazdoor (Unskilled) day 6.40 215.00 1376.00Sundries on Material 33.00 33.00Rate per t = a+b+c+d 48509.00

A

Unit = t(a) MaterialHYSD bars including 2.5 per cent for wastage t 1.025 44000.00 45100.00Welding Electrodes @ 5 per joint (14 joints / ton) each 70.000 12.00 840.00Welding Charges (Hire charges of Welding Machine) Hr 10.00 12.90 129.00Binding wire kg 6.00 55.00 330.00

Welder day 2.50 285.00 712.50Blacksmith day 2.00 285.00 570.00Mazdoor (Unskilled) day 6.40 215.00 1376.00Rate per t = a+b+c+d 49057.50

Damp proof course 50mm thick with 1:2:4 cement concrete Nominal mix, using 12mm hard broken stone aggregate including cost of all materials, seigniorage charges, excluding conveyance charges of materials including the cost of machinery, labour charges, mixing, placing in position, leveling, vibrating, curing etc. complete for finished item of work. (Using concrete mixer)

Mason 1st class

26 11.7

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded

1000 &

1200 HYSD bars including 5 per cent for overlaps and wastage

(b) Labour for cutting, bending, shifting to site, tying and placing in position

Supplying, fitting and placing HYSD bar reinforcement in foundation complete including wastage, as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars 36 mm dia and above, where welding required to be done compulsorily.

1000 &

1200


SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-2-19

Unit = t(a) MaterialTMT bars including 5 per cent for overlaps and wastage t 1.05 44000.00 46200.00

Binding wire kg 6.00 55.00 330.000.00

Blacksmith / Bar bender day 2.00 285.00 570.00Mazdoor (Unskilled) day 6.40 215.00 1376.00Rate per t = a+b+c+d 48476.00

A

Unit = t(a) MaterialTMT bars including 2.5 per cent for wastage t 1.025 44000.00 45100.00Welding Electrodes @ 5 per joint (14 joints / ton) each 70.000 12.00 840.00Welding Charges (Hire charges of Welding Machine) Hr 10.00 12.90 129.00Binding wire kg 6.00 55.00 330.00

Welder day 2.50 285.00 712.50Blacksmith day 2.00 285.00 570.00Mazdoor (Unskilled) day 6.40 215.00 1376.00Rate per t = a+b+c+d 49057.50

BLD-CSTN-2-20

Unit = t(a) MaterialMS bars including 5 per cent for overlaps and wastage t 1.05 44000.00 46200.00

Binding wire kg 6.00 55.00 330.00

Blacksmith / Bar bender day 2.00 285.00 570.00Mazdoor (Unskilled) day 6.40 215.00 1376.00Rate per t = a+b+c+d 48476.00

BLD-CSTN-3 BRICK WORK, HONEY - COMBWORK

BLD-CSTN-3-1 29

a Unit = 1cumi A. MATERIALS:

Cement kg 96.00 5.50 528.00Bricks traditional size 23 x 11 x 7 cms 2nd class Nos 512.00 3.10 1587.20

Wastage of bricks @ 2.40% 38.09Fine aggregate (Sand) cum 0.20 425.00 85.00Seigniorage charges for F.A cum 0.20B. LABOUR:

day 0.24 285.00 68.40

27 11.8

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded.

1000 &

1200


Supplying, fitting and placingTMT bar reinforcement in foundation complete including wastage, as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars 36 mm dia and above, where welding required to be done compulsorily.


28 11.9

Supplying, fitting and placing MS bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded

1000 &

1200


Brick Masonry in CM (1:3) with Bricks with traditional size 23 x 11 x 7 cms 2nd class

BMT-A.01

Mason 1st class

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

day 0.56 260.00 145.60

Mazdoor (unskilled) day 1.89 215.00 406.35Grand Total 2858.64Note : For Bricks 2.4 % wastage taken.

ii

Unit = 1cumA. MATERIALS:Cement kg 72.00 5.50 396.00Bricks traditional size 23 x 11 x 7 cms 2nd class Nos 512.00 3.10 1587.20Wastage of bricks @ 2.40% 38.09Fine aggregate (Sand) cum 0.20 425.00 85.00Seigniorage charges for F.A cum 0.20B. LABOUR:

day 0.24 285.00 68.40

day 0.56 260.00 145.60


iii


day 0.24 285.00 68.40

day 0.56 260.00 145.60


iv


day 0.24 285.00 68.40

day 0.56 260.00 145.60


v


day 0.24 285.00 68.40

day 0.56 260.00 145.60


Mason 2nd class

Brick Masonry in CM (1:4) with Bricks traditional size 23 x 11 x 7 cms 2nd class

Mason 1st class

Mason 2nd class

Brick Masonry in CM (1:5) with Bricks traditional size 23 x 11 x 7 cms 2nd class

Mason 1st class

Mason 2nd class

Brick Masonry in CM (1:6) with 2nd class Bricks traditional size 23 x 11 x 7 cms

Mason 1st class

Mason 2nd class

Brick Masonry in CM (1:8) with Bricks traditional size 23 x 11 x 7 cms 2nd Class

Mason 1st class

Mason 2nd class

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

b

Unit = 1cumA. MATERIALS:Cement kg 96.00 5.50 528.00Bricks1st Class traditional size 23 x 11 x 7 cms Nos 512.00 3.10 1587.20Wastage of bricks @ 2.40% 38.09Fine aggregate (Sand) cum 0.20 425.00 85.00Seigniorage charges for F.A cum 0.20B. LABOUR:

day 0.24 285.00 68.40

day 0.56 260.00 145.60


BLD-CSTN-3-2 30

i Unit = 1cumA. MATERIALS:Cement kg 100.60 5.50 553.30Bricks modular size 19 x 9 x 9 cms 2nd class Nos 520.00 4.19 2178.80Wastage of bricks @ 2.40% 52.29Fine aggregate (Sand) cum 0.21 425.00 89.25Seigniorage charges for F.A cum 0.21B. LABOUR:

day 0.24 285.00 68.40

day 0.56 260.00 145.60


ii

Unit = 1cumA. MATERIALS:Cement kg 75.60 5.50 415.80Bricks modular size 19 x 9 x 9 cms 2nd class Nos 520.00 4.19 2178.80Wastage of bricks @ 2.40% 52.29Fine aggregate (Sand) cum 0.21 425.00 89.25Seigniorage charges for F.A cum 0.21B. LABOUR:

day 0.24 285.00 68.40

day 0.56 260.00 145.60


iii


day 0.24 285.00 68.40

day 0.56 260.00 145.60


iv

Unit = 1cumA. MATERIALS:

Brick Masonry in CM (1:3) with Bricks traditional size 23 x 11 x 7 cms 1st Class

Mason 1st class

Mason 2nd class

Note : 1. When Mortar mix is changed as CM 1:4, 1:5, 1:6 and 1:8, proportionate quantity of cement has to be substituted. No change in other data. 2. When First class Modular Bricks are used provide 570 nos bricks of size 19 x 9 x 9 cms.Brick Masonry in CM (1:3) with Modular Bricks 19 x 9 x 9 cms 2nd class

Mason 1st class

Mason 2nd class

Brick Masonry in CM (1:4) with Modular Bricks 19 x 9 x 9 cms 2nd class

Mason 1st class

Mason 2nd class


Mason 1st class

Mason 2nd class


SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Cement kg 50.40 5.50 277.20Bricks modular size 19 x 9 x 9 cms 2nd class Nos 520.00 4.19 2178.80Wastage of bricks @ 2.40% 52.29Fine aggregate (Sand) cum 0.21 425.00 89.25Seigniorage charges for F.A cum 0.21B. LABOUR:

day 0.24 285.00 68.40

day 0.56 260.00 145.60


iv


day 0.24 285.00 68.40

day 0.56 260.00 145.60


BLD-CSTN-3-3

31

unit:10sqmA. MATERIALS:Country bricks, second class traditional size 23x11x7cm nos 565.000 3.10 1751.50

Wastage of bricks @ 2.40% 42.041771 Cement kg. 106.000 5.50 583.00

Sand cum 0.220 425.00 93.50Seigniorage charges for sand cum 0.220B. LABOUR:

day 0.600 285.00 171.00

day 0.600 260.00 156.00

Mazdoor (unskilled) day 2.750 215.00 591.25Add water charges 1% 1.00% 33.88Grand Total 3422.17Rate per 1 Sq.m 342.22

BLD-CSTN-3-4

32

Ground Floor :A. MATERIALS:

Mason 1st class

Mason 2nd class


Mason 1st class

Mason 2nd class

11.5 cm wide Brick masonry for super-structure on ground floor in cm (1:3) using second class traditional size bricks including cost of all materials, seigniorage charges, labour and all operations for constructing half brick masonry, mixing cement mortar, curing etc., complete for finished item of work, but excluding conveyance charges of materials.

Mason 1st class

Mason 2nd class

Reinforced Brick Masonary walls of 11.5cm in CM(1:6) using FlyAsh bricks having a crushing strength of not less than 35.00kg/cm2 and using two mild steel bars of 6m dia in every third layer of brick masory, with free joints of the main block work including cost and seignorage charges and conveyance of all materials and water from approved sources to work site and all operational, incidental, labour charges such as scaffolding mixing mortor constructing masonary lift charges, curing etc. complete but excluding the cost of steel and its fabrication charges for finished item of work as per SS 509

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

II Class Bricks cum 512.000 4.19 2145.28C.M.(1:6) cum 0.200 1823.25 364.65B. LABOUR:

day 0.600 285.00 171.00

day 0.600 260.00 156.00


BLD-CSTN-3-5

33

unit:1cumA. MATERIALS:Wire cut bricks or moulded bricks size 19x9x9cm nos 520.000 4.19 2178.80Cement kg. 48.00 5.50 264.00Sand cum 0.20 425.00 85.00Seigniorage charges for sand cum 0.20B. LABOUR:

day 0.57 285.00 162.45

day 0.57 260.00 148.20

Mazdoor (unskilled) day 2.54 215.00 546.10Add water charges 1% 1.00% 33.85Grand Total 3418.40

BLD-CSTN-3-6

34

Unit = cuma) MaterialBrick 1st class Nos. 525.00 4.19 2199.75Cement mortar (1:4) cum 0.24 2483.25 595.98b) LabourMazdoor (Unskilled) day 1.88 215.00 404.20Mason (1st Class) day 2.00 285.00 570.00c) Add for centering and shuttering @ 110% of (a+b) 4146.92

Grand Total 7916.85

BLD-CSTN-3-735

Unit = cuma) Material

Mason 1st class

Mason 2nd class

Exposed brick masonry for super structure on ground floor in cm (1:6) using wire cut bricks or moulded bricks including making horizontal and vertical grooves 10mm Wide 12mm deep, cost of all materials, seigniorage charges, labour and all operations, mixing cement mortar, curing etc., complete for finished item of work, but excluding conveyance charges of materials

Mason 1st class

Mason 2nd class

Note : Compressive strength of individual Brick shall not be less than 70 kg / cm2

Brickwork in arches in cement mortar 1:4 complete including centering and shuttering excluding pointing and plastering as per drawing and technical specifications Clauses 606 and 1205.1 MORD

Note : 1 ) In case cement mortar 1:3 is used, proportionate rate is to be adopted.

2) Quantity of bricks for arches will be about 10 per cent more than that for ordinary brickwork .

3) In case special arch bricks are used, the quantity of bricks per cum shall be taken as 580 Nos.

4) Rates for spandrel walls shall be taken same as for brickwork in substructure.

5) Rate for spandrel filling will depend on the filling material adopted

6) Compressive strength of individual Brick shall not be less than 70 kg / cm2

Honey Comb work with Bricks of traditional Size and Plastered One Coat 10 mm. thick Cement Mortar 1:5 including White Washing 2 Coats

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Brick 2nd class 23 x 11 x 7 Nos. 750.00 3.10 2325.00Cement mortar (1:5) cum 0.67 2087.25 1398.46b) LabourMazdoor (Unskilled) day 6.60 215.00 1419.00Mason (1st Class) day 2.41 285.00 686.85Mason (2nd Class) day 6.21 260.00 1614.60White Washing 2 Coats LS LS 0.00Grand Total 7443.91

BLD-CSTN-3-836

Unit = cuma) MaterialBrick 2nd class 19 x 9 x 9 Nos. 790.00 4.19 3310.10Cement mortar (1:5) cum 0.67 2087.25 1398.46b) LabourMazdoor (Unskilled) day 6.60 215.00 1419.00Mason (1st Class) day 2.41 285.00 686.85Mason (2nd Class) day 6.21 260.00 1614.60White Washing 2 Coats LS LSGrand Total 8429.01

BLD-CSTN-4

BLD-CSTN-4-1 37 Cut Stone Masonry in CM 1:2Unit = 1cumA. MATERIALS:Cement kg 115.20 5.50 633.60Cut Stone Roughly dressed to shape at quarry cum 0.89 50.00 44.50Bond Stones cum 0.16 45.00 7.20Fine aggregate (Sand) cum 0.16 425.00 68.00Seigniorage charges for F.A cum 0.16B. LABOUR:

day 1.05 285.00 299.25

day 2.45 260.00 637.00

Man mazdoor day 3.50 215.00 752.50Woman mazdoor day 2.80 215.00 602.00Grand Total 3044.05

BLD-CSTN-4-2 38 CRS Masonry in CM (1:2) 1st Sorti Unit = 1cum

A. MATERIALS:Cement kg 201.60 5.50 1108.80Coursed Rubble Stone cum 0.94 18.00 16.92Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum 7Nos. 0.16 224.00 35.84Fine aggregate (Sand) cum 0.28 425.00 119.00Seigniorage charges for F.A cum 0.28Seigniorage charges for Stone cum 1.10B. LABOUR:

day 2.50 285.00 712.50


ii CRS Masonry in CM (1:3) 1st SortUnit = 1cumA. MATERIALS:Cement kg 134.40 5.50 739.20Coursed Rubble Stone cum 0.94 18.00 16.92Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum 7Nos. 0.16 224.00 35.84Fine aggregate (Sand) cum 0.28 425.00 119.00Seigniorage charges for F.A cum 0.28Seigniorage charges for Stone cum 1.10B. LABOUR:

Honey Comb work with Bricks of Modular Size and Plastered One Coat 10 mm. thick Cement Mortar 1:5 including White Washing 2 Coats

STONE MASONRY, DAMP PROOF COURSE, DRY STONE PACKING, QUARRY RUBBISH & GRAVEL BACKING

Mason 1st class

Mason 2nd class

Note : When Mortar mix is changed as CM 1:3, 1:4, 1:5, 1:6 and 1:8, proportionate quantity of cement has to be substituted. No change in other data.

Mason 1st class

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

day 2.50 285.00 712.50


iii CRS Masonry in CM (1:4) 1st SortUnit = 1cumA. MATERIALS:Cement kg 100.80 5.50 554.40Coursed Rubble Stone cum 0.94 18.00 16.92Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum 7Nos. 0.16 224.00 35.84Fine aggregate (Sand) cum 0.28 425.00 119.00Seigniorage charges for F.A cum 0.28Seigniorage charges for Stone cum 1.10B. LABOUR:

day 2.50 285.00 712.50


iv CRS Masonry in CM (1:6) 1st SortUnit = 1cumA. MATERIALS:Cement kg 67.20 5.50 369.60Coursed Rubble Stone cum 0.94 18.00 16.92Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum 7Nos. 0.16 224.00 35.84Fine aggregate (Sand) cum 0.28 425.00 119.00Seigniorage charges for F.A cum 0.28Seigniorage charges for Stone cum 1.10B. LABOUR:

day 2.50 285.00 712.50


BLD-CSTN-4-3 39 CRS Masonry in CM (1:6) 2nd SortUnit = 1cumA. MATERIALS:Cement kg 76.80 5.50 422.40Coursed Rubble Stone cum 0.94 18.00 16.92Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum cum 0.16 224.00 35.84Fine aggregate (Sand) cum 0.32 425.00 136.00Seigniorage charges for F.A cum 0.32Seigniorage charges for Stone cum 1.10B. LABOUR:

day 1.50 285.00 427.50


BLD-CSTN-4-4

40

Unit = cumA. MaterialStone for CR masonry 1st sort cum 0.94 1937.46 1821.21

Nos. 0.16 224.00 35.84

Cement mortar (Rate as in item 11.5 II) cum 0.30 2483.25 744.98B. LabourMason (1st Class) day 3.00 285.00 855.00Mazdoor (Unskilled) day 2.43 215.00 522.45C. Add for centering and shuttering @ 100 % of (a+b) 3979.48

Grand Total 7958.95

BLD-CSTN-4-5 41 Ashlar Arch Work in Cement Mortar (1:4)

Mason 1st class

Mason 1st class

Mason 1st class

Mason 1st class

Note : When Mortar mix is changed proportionate quantity of cement has to be substituted. No change in other data.Coursed rubble stone masonry arch (Ist sort) in cement mortar (1:4) complete including centering etc. complete as per drawing and technical specifications Clauses 706 and 1205.1

Through and bond stone (7 Nos 0.24x0.24x0.39 = 0.16 cum)

Note : 1) In case cement mortar 1:3 is used, proportionate rate is to be adopted.2) The addition for centering and sluttering at (c) above is for arch above 6 m span. For lesser span length the addition shall be 80 per cent for span above 4 m length and 50 per cent for spans less than 4 m.

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Unit = 1cumA. MATERIALS:Cement kg 57.60 5.50 316.80Cut Stone Roughly dressed to shape at quarry cum 0.89 50.00 44.50Bond Stones of Cutstone quality 0.16 45.00 7.20Fine aggregate (Sand) cum 0.16 425.00 68.00Seigniorage charges for F.A cum 0.16 0.16B. LABOUR:

day 5.05 285.00 1439.25

day 2.45 260.00 637.00

Mazdoor (unskilled) day 6.30 215.00 1354.50Centering Charges LS 1609.00Grand Total 5476.41

BLD-CSTN-4-6 42 Rubble Arch Work in Cement Mortar (1:4)Unit = 1cumA. MATERIALS:Cement kg 100.80 5.50 554.40

cum 1.15 45.00 51.75

Fine aggregate (Sand) cum 0.28 425.00 119.00Seigniorage charges for F.A cum 0.28 0.28B. LABOUR:

day 0.90 285.00 256.50

day 2.10 260.00 546.00

Mazdoor (unskilled) day 2.43 215.00 522.45Centering Charges LS 1609.00Grand Total 3659.38

BLD-CSTN-4-7

43

Unit = cumI RCC grade M20 nominal mix

a) MaterialCement t 0.40 5500.00 2200.00Coarse sand cum 0.45 325.00 146.2520 mm aggregate cum 0.54 1175.00 634.5010 mm aggregate cum 0.36 820.00 295.20b) LabourMason (1st Class) day 0.20 285.00 57.00Mazdoor (Unskilled) day 2.15 215.00 462.25c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.40 248.40 99.36

1947.28

Grand Total 5841.84II RCC Grade M 25 (Design mix)

a) MaterialCement t 0.38 5500.00 2090.00Coarse sand cum 0.45 325.00 146.2520 mm aggregate cum 0.54 1175.00 634.5010 mm aggregate cum 0.36 820.00 295.20b) LabourMason (1st Class) day 0.20 285.00 57.00Mazdoor (Unskilled) day 2.15 215.00 462.25c) MachineryConcrete mixer 0.4/0.28 cum capacity hour 0.40 248.40 99.36

1892.28

Grand Total 5676.84

Mason 1st class

Mason 2nd class

Seleted Stone of sizes as per specification (including Bond Stones)

Mason 1st class

Mason 2nd class

Providing & Laying reinforced cement concrete arch complete including centering and shuttering excluding reinforcement as per drawings and technical specifications Clauses 800, 900 and 1205.1

d) Add for cost of centering and shuttering @ 50 per cent of (a+b) per sqm of surface of arch soffit

d) Add for cost of centering and shuttering @ 50 per cent of (a+b) per sqm of surface of arch soffit

Note : The additional cost of centering and shuttering @ 50 per cent of cost of material and labour shall hold good for arch spans of 6 m and above. For lesser length of spans, the corresponding additional cost can be taken as 40 per cent for spans above 4 m

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-4-8 44 RR Masonry in CM (1:6) Unit = 1cumA. MATERIALS:Cement kg 79.20 5.50 435.60CR Stone cum 0.44 1752.66 771.17Rough Stone cum 0.50 50.00 25.00Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum cum 0.16 224.00 35.84Fine aggregate (Sand) cum 0.33 425.00 140.25Seigniorage charges for F.A cum 0.33Seigniorage charges for Stone cum 1.10B. LABOUR:

day 1.20 285.00 342.00


BLD-CSTN-4-9 45 RR Masonry in CM (1:8) Unit = 1cumA. MATERIALS:Cement kg 59.40 5.50 326.70 .CR Stone cum 0.44 1752.66 771.17Rough Stone cum 0.50 50.00 25.00Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum cum 0.16 224.00 35.84Fine aggregate (Sand) cum 0.33 425.00 140.25Seigniorage charges for F.A cum 0.33Seigniorage charges for Stone cum 1.10B. LABOUR:

day 1.20 285.00 342.00


BLD-CSTN-4-10 46 Dry Stone Masonry for Retaining WallsUnit = 1cumA. MATERIALS:Rough Stone cum 1.04 50.00 52.00Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum cum 0.16 224.00 35.84Seigniorage charges for Stone cum 1.20B. LABOUR:

day 0.33 285.00 94.05

day 0.77 260.00 200.20


BLD-CSTN-4-11 47 Dry Stone Masonry for Well steiningUnit = 1cumA. MATERIALS:Rough Stone cum 1.04 50.00 52.00Bond Stones cum 0.16 224.00 35.84Seigniorage charges for Stone cum 1.20B. LABOUR:

day 0.45 285.00 128.25

day 1.05 260.00 273.00


BLD-CSTN-4-1248

A. MATERIALS:Cuddapah / Shabad slabs 50 mm. thick sqm 10.50 86.00 903.00

Cement Mortar 1:3 cum 0.15 3143.25 471.49Seigniorage charges for StoneB. LABOUR:

day 0.90 285.00 256.50

day 2.10 260.00 546.00

Mason 1st class

Mason 1st class

Note : When Mortar mix is changed proportionate quantity of cement has to be substituted. No change in other data

Mason 1st class

Mason 2nd class

Mason 1st class

Mason 2nd class

Damp Proof, Course Damp Proof (or anti Proof) Course with Cuddapah / Shabad slabs 50 mm. thick in CM (1:3) (Unit - 10 sqm)

BMT-B.02

Mason 1st class

Mason 2nd class

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Mazdoor (unskilled) day 2.00 215.00 430.00Grand Total 2606.99Rate per 1 Sq.m 260.70

BLD-CSTN-5 POINTING

BLD-CSTN-5-1 49 Flush Pointing with CM (1:3) to Brick / CRS Masonry

Unit = 10 sqmA. MATERIALS:Cement kg 14.40 86.00 1238.40Fine aggregate (Sand) cum 0.03 425.00 12.75Seigniorage charges for F.A cum 0.03B. LABOUR:

day 0.50 285.00 142.50


BLD-CSTN-5-2 50 Flush Pointing with CM (1:3) to RR MasonryUnit = 10 sqmA. MATERIALS:Cement kg 14.40 86.00 1238.40Fine aggregate (Sand) cum 0.03 425.00 12.75Seigniorage charges for F.A cum 0.03B. LABOUR:

day 0.50 285.00 142.50


BLD-CSTN-5-3 51 Raised Pointing with CM (1:3) to RR MasonryUnit = 10 sqmA. MATERIALS:Cement kg 28.80 86.00 2476.80Fine aggregate (Sand) cum 0.06 425.00 25.50Seigniorage charges for F.A cum 0.06B. LABOUR:

day 0.50 285.00 142.50


BLD-CSTN-5-452

Details of cost for 10 sq.mMaterials :-Cement mortar 1 :4 cum 0.038 2483.25 94.36

Mason llnd class day 1.460 260.00 379.60Mazdoor (unskilled) day 2.260 215.00 485.90Add for water charges @ 1 % 9.60Cost for 10 sq.m. 969.46Cost per sq.m 96.95

BLD-CSTN-6 PLASTERINGBLD-CSTN-6-1 53 Plastering with CM (1:3), 12 mm thick

Unit = 10 sqmA. MATERIALS:Cement Mortar (1:3) cum 0.15 3143.25 471.49Seigniorage charges for F.A cum 0.15B. LABOUR:

day 0.60 285.00 171.00

Mazdoor (unskilled) day 0.96 215.00 206.40Grand Total 848.89Cost per sq.m 84.89

Mason 2nd class

Mason 2nd class

Mason 2nd class

Raised and cut pointing on coursed or Ashlar stone masonry or concrete block walling in white cement mortar 1 : 3 (1 white cement : 3 marble dust).

Labour :—

Note : When Mortar mix is changed as CM 1:4 proportionate quantity of cement has to be substituted. No change in other data.

Mason 1st class

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-6-2 54 Plastering with CM (1:4), 12 mm thickUnit = 10 sqmA. MATERIALS:Cement Mortar (1:4) cum 0.15 2483.25 372.49Seigniorage charges for F.A cum 0.15B. LABOUR:

day 0.60 285.00 171.00


BLD-CSTN-6-3 55 Plastering with CM (1:5), 12 mm thickUnit = 10 sqmA. MATERIALS:Cement Mortor (1:5) cum 0.150 2087.25 313.09Seigniorage charges for F.A cum 0.150B. LABOUR:

day 0.60 285.00 171.00



day 0.60 285.00 171.00



day 0.60 285.00 171.00



day 0.60 260.00 156.00



day 0.94 260.00 244.40


BLD-CSTN-6-8 60 Plastering with CM (1:3), 20 mm thickUnit = 10 sqm

Mason 1st class

Mason 1st class

Mason 1st class

Mason 1st class

Mason 2nd class

Mason 2nd class

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

A. MATERIALS:Cement Mortar (1:3) cum 0.210 3143.25 660.08Seigniorage charges for F.A cum 0.21B. LABOUR:

day 0.94 260.00 244.40


BLD-CSTN-6-961 .

Unit = 10 sqmA. MATERIALS:Base Coat in CM(1:6), 16 mm thickCement kg 43.00 5.50 236.50Fine aggregate (Sand) cum 0.18 425.00 76.50Top Coat in CM(1:4), 4 mm thickCement kg 14.50 5.50 79.75Fine aggregate (Sand) cum 0.04 425.00 17.00Seigniorage charges for F.A cum 0.22B. LABOUR:

day 0.63 285.00 179.55

day 1.47 260.00 382.20


BLD-CSTN-6-1062

Unit = 10 sqmA. MATERIALS:Base Coat in CM(1:5), 8 mm thickCement kg 31.70 5.50 174.35Fine aggregate (Sand) cum 0.11 425.00 46.75Top Coat in CM(1:3), 4 mm thickCement kg 19.20 5.50 105.60Fine aggregate (Sand) cum 0.04 425.00 17.00Seigniorage charges for F.A cum 0.15B. LABOUR:

day 0.63 285.00 179.55

day 1.47 260.00 382.20


RCM FACIA WORKS

BLD-CSTN-6-11

63

Unit - 10 sqmA) MATERIALS Rabbit wire mesh (1.0 M panna for 0.6 M drop) sqm 13.30 12.00 159.60

Mason 2nd class

Note : When Mortar mix is changed proportionate quantity of cement has to be substitutedPlastering with CM 2 coats, 20 mm thick, base coat in CM (1:6), 16mm thick and top coat in CM (1:4), 4mm thick with Dubara sponze finishing.

Mason 1st class

Mason 2nd class

Note : When Mortar mix is changed proportionate quantity of cement has to be substitutedPlastering with CM 2 coats, 12 mm thick, base coat in CM (1:5), 8mm thick and top coat in CM (1:3), 4mm thick with sponze finishing.

Mason 1st class

Mason 2nd class

Note : When Mortar mix is changed proportionate quantity of cement has to be substituted

RCM facia 5cm thick in CM (1:3) for drop walls, fins with rabbit wire mesh & nominal reinforcement as directed by Engineer-in-charge with dubara sponge finishing, including cost & conveyance of all materials to site, seigniorage charges, sales & other taxes on all materials, operational & incidental, cost and conveyance of cement, wire mesh, water to work site, centering, scaffolding and form work, lift charges etc., complete for finished items of work but excluding cost of steel & its fabrication charges, for finished item of work. (APSS No.403 & 903)

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Cement Mortar 1:3 for 25 mm thick cum 0.25 3143.25 785.81Dry Cement for making Lumps kg 50.00 5.50 275.0012 mm Plastering 2 coats in 1:4 & 1:2 cm both sides sqm 21.80 74.99 1634.75Excluding HYSD Steel/ Mild steel & Binding wireB) LABOUR CHARGES1st Class Mason day 8.00 285.00 2280.00Miller Operator day 1.00 260.00 260.00Mazdoor (unskilled) day 10.00 215.00 2150.00c) MachineryMachine Mixing Mortar with Miller - Hire charges Hrs 2.00 41.20 82.40BASIC COST per 10 sqm 7627.57Cost per sq.m 762.76

BLD-CSTN-6-12

64

Details of cost for 10 sq.mMaterials :-Cement mortar 1:3 (1 cement: 3 sand) cum 0.110 3143.25 345.76

Cement kg 52.800 5.50 290.40Coarse aggregate of size 6 mm -10 mm cum 0.110 750.00 82.50

day 0.020 215.00 4.30

Mason, llnd class day 1.710 260.00 444.60Mazdoo (unskilled) day 3.270 215.00 703.05Extra labour for scooping : —Mason, llnd class day 0.250 260.00 65.00Mazdoor (male) day 0.250 215.00 53.75Add for water charges @ 1 % 19.89Cost for 10 sq.m. 2009.25Cost per sq.m 200.93

BLD-CSTN-6-13

65

(a) Natural cement finish using ordinary cement.Details of cost for 10 sq.m.

Cement mortar 1:3 (1 cement: 3 sand) cum 0.224 3143.25 704.09

Coarse aggregate of size 6 mm -10 mm cum 0.100 750.00 75.00CarriageGrounded hydrated lime kg 9.280 2.05 19.02Carriage

Mason, llnd class day 1.710 260.00 444.60

20 mm thick rough cast exterior cement plaster on walls upto height of 10 metres above ground level consisting of 10 mm thick backing coat of 1 : 3 cement mortar (1 cement : 3 sand) and 10 mm thick finishing coat of 1 : 3 cement mortar (1 cement : 3 coarse aggregate of size 6 mm to 10 mm) including arrises, chamfers and/or rounded angles not exceeding 80 mm in girth.

Cement mortar 1:3(1 cement: 3 coarse aggregate of size 6 mm to 10 mm)

Mazdoo (unskilled) for mixing mortar with coarse aggreagate 6 - 10 mm

Labour for backing coat and finishing coat -Plaster work :—

Rough cast exterior cement plaster on walls upto a height of 10 metres above ground level with a mixture of sand and gravel or crushed stone graded from 6 mm to 10 mm nominal size dashed over and including fresh plaster in two coats, backing coat 10 mm cement plaster 1 : 3 (1 cemen" : 3 sand) and finishing coat 10 mm cement plaster with cement mortar 1:3 (1 cement: 3 sand) mixed with 10% finely grounded hydrated lime by volume of cement including arrises, chamfers and/or rounded angles not exceeding 80 mm in girth.

Materials :—

Sand and gravel or crushed stone graded from 6 mm to 10 mm nominal size

Labour for backing coat and finishing coat -Plaster work :—

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Mazdoo (unskilled) day 3.270 215.00 703.05

Mason 1st class day 0.500 285.00 142.50Mazdoo (unskilled) day 1.000 215.00 215.00Add for water charges @ 1 % 23.03Cost for 10 sq.m. 2326.29Cost per sq.m 232.63

Details of cost for 10 sq.m.Same rate as per (a) above item () 2326.29Add cost of colour kg 6.000 60.00 232.63

Add for water charges @ 1 % 25.59Cost for 10 sq.m. 2584.51Cost per sq.m 258.45

Details of cost for 10 sq.m.Same rate as per (a) above item () 2326.29Add cost of light colour kg 6.000 258.45Add for water charges on cost of colour @ 1 % 25.85Cost for 10 sq.m. 2610.59Cost per sq.m 261.06

BLD-CSTN-6-14

66

Details of cost for 10 sq.mMaterials :—Cement mortar 1:3 cum 0.224 3143.25 704.09Grounded hydrated lime kg 9.280 2.05 19.02

Crushed stone / Pebble of size 6 mm -12 mm cum 0.100 750.00 75.00Labour for backing coat and finishing coat :-Mason llnd class day 1.710 260.00 444.60Mazdoor (unskilled) day 3.270 215.00 703.05Labour for pebble dashingMason llnd class day 0.500 260.00 130.00Mazdoor (unskilled) day 0.610 215.00 131.15Add for water charges @ 1 % 22.07Cost for 10 sq.m. 2228.98Cost per sq.m 222.90Plain Cement Mortar Bands :

BLD-CSTN-6-15 67

(a) Flush Band :-Details of cost for 10 metres long and 10 cm wide band

Materials :-Cement mortar 1 :4 cum 0.023 2483.25 57.11

Mason llnd class day 0.300 260.00 78.00Mazdoor (unskilled) day 0.350 215.00 75.25Add for water charges @ 1 % 2.10Cost for 10 metres long and 10 cm wide band 212.47

Add labour for dashing crushed stone

(b) Dark coloured finish using ordinary cement and pigment

BMT-J.02

(c) Light coloured finish using white cement and pigment

Pebble dash exterior plaster on walls upto a height of 10 metres above ground level with a mixture of washed pebble or crushed stone graded from 6 mm to 12 mm nominal size dashed over and including fresh cement plaster in two coats, backing coat 10 mm cement plaster 1 : 3 (1 cement : 3 sand) and finishing coat 10 mm cement plaster 1 : 3 (1 cement : 3 sand) mixed with 10% finely grounded hydrated lime by volume of cement including arrises, chamfers and/or rounded angles not exceeding 80 mm in girth

Pebbles or crushed stone graded from 6 mm to 12 mm nominal size

20 mm thick plain cement mortar bands in cement mortar 1 : 4 (1cement : 4 sand) upto 300 mm in width

Labour :—

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Cost per cm width x metre longb) Sunk band :-Details of cost for 10 metres long and 10 cm wide band

Cement mortar 1 :4 cum 0.023 2483.25 57.11

Mason llnd class day 0.300 260.00 78.00Mazdoor (unskilled) day 0.350 215.00 75.25Add for water charges @ 1 % 2.10Cost for 10 metres long and 10 cm wide band 212.47Cost per cm width x metre longC) Raised Band :-


Mason llnd class day 0.380 260.00 98.80Mazdoor (unskilled) day 0.430 215.00 92.45Add for water charges @ 1 % 2.48Cost for 10 metres long and 10 cm wide band 250.85Cost per cm width x metre long

BLD-CSTN-6-16 68

(A) Flush Band :-Details of cost for 10 sq.mMaterials :-Cement mortar 1 :4 cum 0.224 2483.25 556.25


(B) Sunk band :-Details of cost for 10 sq.m



(C) Raised bandDetails of cost for 10 sq.m


Mason llnd class day 3.000 260.00 780.00Mazdoor (unskilled) day 3.500 215.00 752.50Add for water charges @ 1 % 20.89Cost for 10 sq.m. 2109.64Cost per sq.m 210.96Moulded Cement Mortar Bands 15 mm

BLD-CSTN-6-17 69

Details of cost for 10 metres long and 10 cm wide band

Materials :-Cement mortar 1 :4 cum 0.023 2483.25 57.11

Mason llnd class day 0.870 260.00 226.20Mazdoor (unskilled) day 0.920 215.00 197.80

Materials :-

Labour :—

Materials :-

Labour :—

20 mm thick plain cement mortar bands in cement mortar 1:4(1 cement: 4 sand) above 300 mm in width

Labour :—

Materials :-

Labour :—

Materials :-

Labour :—

15 mm thick moulded cement mortar band in cement mortar 1 : 4 (1cement: 4 sand)

Labour :—

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Add for water charges @ 1 % 4.81Cost for 10 metres long and 10 cm wide band 485.93Cost per cm width x metre long

BLD-CSTN-6-18

70

Ground FloorUnit = 1 cumA. MATERIALS:No of blocks required for one cum of Masonry day 110.000 3.10 341.00Cost of Cement Mortar (1:6) cum 0.100 1823.25 182.33B. LABOURMason 1st class day 0.420 285.00 119.70Mason 2nd class day 0.920 260.00 239.20Man Mazdoor day 0.700 215.00 150.50Woman Mazdoor day 2.100 215.00 451.50Total 1484.23

BLD-CSTN-7 FLOORING

BLD-CSTN-7-1

71

Unit = 10 sqmA. MATERIALS:

sqm 11.00 75.00 825.00

Cement for CM (1:8) proportion for base coat kg. 21.60 5.50 118.80Cement for slurry kg. 33.00 5.50 181.50Cement for jointing kg. 20.00 5.50 110.00Sand for CM (1:8) proportion cum 0.12 425.00 51.00Seigniorage charges of sand cum 0.12B. LABOUR:

day 3.10 285.00 883.50

day 1.10 260.00 286.00

Mazdoor (unskilled) day 0.86 215.00 184.90Add water charges 1% 26.41Grand Total 2667.11Rate per 1 Sq.m 266.71

Masonry work in CM (1:8) prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 50 kg/sqm for walls for Superstructure Walls.

Flooring with 25mm thick polished shabad stones set over base coat of CM (1:8) over already laid CC bed / RCC Roof Slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm. & Jointed with neat cement to full depth including cost of all materials like cement, sand, and water and flooring stones etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, but excluding the cost of conveyance of all materials.

Polished Shahbad Stone (White) (0.457 x 0.457m) SSR item No. (36)

BMT-B.03

Mason 1st class

Mason 2nd class

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-7-2

72


sqm 10.50 96.80 1016.40

Cement for CM (1:8) proportion for base coat kg. 21.60 5.50 118.80Cement for CM 1:3 proportion for pointing kg. 9.60 5.50 52.80Sand for CM (1:8) proportion cum 0.12 425.00 51.00Sand for CM (1:3) proportion cum 0.02 425.00 8.50Seigniorage charges of sand cum 0.14B. LABOUR:

day 0.960 285.00 273.60

day 2.240 260.00 582.40


BLD-CSTN-7-3

73

Unit = 10 sqmA. MATERIALS:Marble slab of size 0.305 M x 0.305 M sqm 10.10 460.00 4646.00

Cement for CM (1:6) proportion for base coat kg. 48.00 5.50 264.00Cement for slurry for bedding kg. 33.00 5.50 181.50White Cement for pointing kg. 5.00 25.00 125.00

Sand for CM (1:6) cum 0.20 425.00 85.00Seigniorage charges of sand cum 0.20B. MachineryMachine for rubbing of floor day 1.00 1800.00 1800.00

C. LABOUR:day 2.10 285.00 598.50

day 3.00 260.00 780.00


Flooring with 40 mm thick Rough Cuddapah/Shabad stones, set over base coat of cement mortar (1 : 8) 12 mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand, and water etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, but excluding the cost of conveyance of all materials.

Rough Cuddapah/Shabad stones (40 mm thick) (0.457 x 0.457 m)

Mason 1st class

Mason 2nd class

Flooring with polished marble slab 20 mm thick set over base coat of cement mortar (1:6) 20 mm thick (joints of stone must be flushed) over CC bed already laid or RCC roof slab, including near cement slurry of honey like consistency spread @ 3.30 kgs per sqm. Jointed with neat cement to full depth mixed with pigment of matching shade, including cost of all materials like flooring slab, cement, sand, and water etc., complete, including seigniorage charges, labour charges for dressing, rubbing and polishing of flooring stones etc., complete for finished item of work, but excluding the cost of conveyance of all materials.

BMT-B.13

BMS-W.68

BMC-X.01

Mason 1st class

Mason 2nd class

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-7-4

74


sqm 10.05 229.00 2301.45

Cement for CM (1:6) proportion for base coat kg. 28.80 5.50 158.40Cement for slurry kg. 33.00 5.50 181.50Cement for jointing & pointing kg. 6.00 5.50 33.00Pigment kg.Sand for CM (1:6) proportion cum 0.12 425.00 51.00Seigniorage charges of sand cum 0.12B. MACHINERYNillC. LABOUR

day 0.960 260.00 249.60

Man mazdoor day 2.240 215.00 481.60Mazdoor (unskiled) day 3.30 215.00 709.50Add water charges 1% 41.66Grand Total 4207.71Rate per 1 Sq.m 420.77

BLD-CSTN-7-5

75


sqm 10.10 1024.00 10342.40

Cement for CM (1:8) for base coat kg. 21.60 5.50 118.80Cement for slurry kg. 33.00 5.50 181.50Cement for Pointing with CM (1:3) kg. 6.000 5.50 33.00Sand for CM (1:8) cum 0.12 425.00 51.00Sand for pointing cum 0.020 425.00 8.50Seigniorage charges of sand cum 0.140B. LABOUR

day 0.96 285.00 273.60

day 2.24 260.00 582.40

Mazdoor (unskiled) day 3.30 215.00 709.50Add water charges 1% 1.00% 123.01Grand Total 12423.71Rate per 1 Sq.m 1242.37

Flooring with chequrred terrazzo tiles of 22 mm thick (medium shade) set over base coat of cement mortar (1:6) 12 mm thick over CC bed already laid or RCC roof slab, including near cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed with neat cement to full depth mixed with pigment of matching shade including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, complete for finished item of work, but excluding the cost of conveyance of all materials.

Chequerred terrazzo tiles of 22 mm thick (medium shade)

BMT-D.01

Mason 2nd class

Flooring with vitrified tiles of 1st quality, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials.

Vitrified tiles of 1st quality of size BMT-C.13

Mason 1st class

Mason 2nd class

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-7-6

76

Unit = 10 sqmA. MATERIALS:Ceramic tiles sqm 10.10 450.00 4545.00

Cement for CM (1:8) for base coat kg. 21.60 5.50 118.80Cement for slurry kg. 33.00 5.50 181.50White cement kg. 2.00 25.00 50.00Sand for CM (1:8) cum 0.12 425.00 51.00Seigniorage charges of sand cum 0.12B. LABOUR

day 0.96 285.00 273.60

day 2.24 260.00 582.40


BLD-CSTN-7-7

77


sqm 10.10 2000.00 20200.00

Cement for CM (1:8) for base coat kg. 36.00 5.50 198.00Cement for slurry kg. 33.00 5.50 181.50White cement for jointing & pointing kg. 6.00 25.00 150.00Cement for jointing kg.Sand for CM (1:8) cum 0.20 425.00 85.00Seigniorage charges of sand cum 0.20B. LABOUR

day 3.00 285.00 855.00

day 1.00 260.00 260.00


Flooring with ceramic tiles, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials.

BMT-C.02

Mason 1st class

Mason 2nd class

Flooring with high polished granite 16 to 18 mm mm thick slabs other than black set over base coat of cement mortar (1:8), 20 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like cement, sand water and tilesetc., complete, including seigniorage charges, labour charges for dressing of tilesetc., complete for finished item of work, but excluding the cost of conveyance of all materials

High polished granite 16 to 18 mm thick slab other than black

BMT-B.10

Mason 1st class

Mason 2nd class

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-7-8

78

Unit = 10 sqmA. MATERIALS:Marble tiles polished 8 mm thick sqm 10.10 371.00 3747.10

Cement for CM (1:8) for base coat kg. 36.00 5.50 198.00Cement for slurry kg. 33.00 5.50 181.50White cement for jointing & pointing kg. 5.00 25.00 125.00Sand for CM (1:8) cum 0.20 425.00 85.00Seigniorage charges of sand cum 0.20B. LABOUR (including for polishing & rubbing)

day 4.00 285.00 1140.00


BLD-CSTN-7-9

79


sqm 10.10 780.00 7878.00

Cement for CM (1:6) for base coat kg. 48.00 5.50 264.00Sand for CM (1:6) cum 0.20 425.00 85.00Seigniorage charges of sand cum 0.20B. LABOUR

day 4.00 285.00 1140.00


Flooring with marble tiles polished 8 mm thick set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

BMT-B.15

Mason 1st class

Flooring with granite stone tiles 8 mm thick (mirror polished of all shades) set over base coat of cement mortar (1:6), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials.

Granite stone tiles 8 mm thick (mirror polished of all shades)

Mason 1st class

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-7-10

80

Unit = 10 sqmA. MATERIALS:Decorated white back ground glazed tiles sqm 10.10 459.00 4635.90

Cement for CM (1:6) for base coat kg. 28.80 5.50 158.40Cement for slurry kg. 33.00 5.50 181.50White cement for jointing & pointing kg. 6.00 25.00 150.00Sand for CM (1:6) cum 0.12 425.00 51.00Seigniorage charges of sand cum 0.12B. LABOUR

day 0.96 285.00 273.60

day 2.24 260.00 582.40


BLD-CSTN-7-13

83

Unit = 10 sqmA. MATERIALS:6mm to 12 mm H.G. Metal (Machine crushed) cum 0.17 805.00 136.85 M-043Cement kg 120.00 5.50 660.00Sand cum 0.085 425.00 36.13Seigniorage charges of sand cum 0.085B. LABOUR

day 1.25 285.00 356.25

day 0.06 260.00 15.60


Flooring with decorated white back ground glazed tiles, set over base coat of cement mortar (1:6), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

BMT-C.03

Mason 1st class

Mason 2nd class

Gronolithie Concrete Flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smoothness and slopes and thread lining including cost of all materials like cement, metal, sand and water etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Mason 1st class

Mason 2nd class

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-7-18

88

Unit = 10 sqmA. MATERIALS:Ceramic tiles 7.30 mm thick sqm 10.00 374.00 3740.00

Sand for cm 1:3 base coat cum 0.12 425.00 51.00Cement for cm 1:3 base coat kgs 57.60 5.50 316.80Cement for slurry kgs 33.00 5.50 181.50White cement for jointing & pointing kgs 6.00 25.00 150.00Seigniorage charges of sand cum 0.12B. LABOUR

day 0.77 285.00 219.45

Mazdoor (unskiled) day 0.80 215.00 172.00Grand Total 4830.75Rate per 1 Sq.m 483.08

BLD-CSTN-7-19

89

Unit = 10 sqmA. MATERIALS:Marble slab………mm thickness sqm 10.10 570.00 5757.00

Sand for base coat cum 0.12 425.00 51.00Cement for base coat kg 57.60 5.50 316.80Cement for slurry kg 33.00 5.50 181.50White cement for jointing & pointing kg 5.00 25.00 125.00Flate nosing charges RM 66.67 10.00 666.70

Machine cutting charges RM 67.67 10.00 676.70

Seigniorage charges of sand cum 0.12B. LABOURMason Ist class day 2.10 285.00 598.50Man mazdoor (Beldar) day 4.90 215.00 1053.50Man mazdoor (Beldar) for polishing & rubbing day 4.00 215.00 860.00Woman mazdoor day 4.00 215.00 860.00Grand Total 11146.70Rate per 1 Sq.m 1114.67

Providing skirting to internal walls to 15 cm height/risers of steps with ceramic tiles 7.30 mm thick length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

BMT-C.01

Mason 1st class

Providing skirting to internal walls to 15 cm height/risers of steps with marble slab……..mm thickness, length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like marble slab, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

BMT-B.12

BMM-V.13

BMM-V.12

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-7-20

90

Unit = 10 sqmA. MATERIALS:Vitrified tiles polished 1st quality sqm 10.10 1500.00 15150.00

Sand for cm 1:5 base coat cum 0.12 425.00 51.00Cement for cm 1:5 base coat kgs 34.56 5.50 190.08Cement for slurry kgs 33.00 5.50 181.50White cement for jointing & pointing kgs 2.00 25.00 50.00Seigniorage charges of sand cum 0.12B. LABOURMason Ist class day 0.96 285.00 273.60

day 2.24 260.00 582.40

Mazdoor (unskilled) day 3.30 215.00 709.50Add water charges 1% 1.00% 171.88Grand Total 17359.96Rate per 1 Sq.m 1736.00

BLD-CSTN-7-21

91

Unit = 10 sqmA. MATERIALS:8 mm thick mirror polished granite tiles sqm 10.10 780.00 7878.00

Sand for cm 1:3 base coat cum 0.12 425.00 51.00Cement for cm 1:3 base coat kgs 57.60 5.50 316.80Cement for slurry kgs 33.00 5.50 181.50White cement for jointing & pointing kgs 5.00 25.00 125.00Seigniorage charges of sand cum 0.12B. LABOURMason Ist class day 2.10 285.00 598.50Mazdoor (unskiled) day 0.80 215.00 172.00

4.90 260.00 1274.00

Add water charges 1% 1.00% 105.97Grand Total 10702.77Rate per 1 Sq.m 1070.28

Providing skirting to internal walls to 15 cm height/risers of steps with vitrified tiles length equal to flooring stones, set over base coat of CM (1:5) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

BMT-C.50

Mason 2nd class

Providing skirting to internal walls to 15 cm height/risers of steps with 8 mm thick mirror polished granite tiles length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

BMT-B.16

Mason 2nd class

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-7-22

92

Unit = 10 sqmA. MATERIALS:25 mm thick polished Cuddapah stone sqm 10.10 107.60 1086.76

Sand for cm 1:3 base coat cum 0.12 425.00 51.00Cement for cm 1:3 base coat kgs 57.60 5.50 316.80Cement for slurry kgs 33.00 5.50 181.50Seigniorage charges of sand cum 0.12B. LABOURMason Ist class day 0.96 285.00 582.40Mason 2nd class day 2.24 260.00 666.50Mazdoor (unskiled) day 3.10 215.00 0.01Add water charges 1% 1.00% 28.85Grand Total 2913.82Rate per 1 Sq.m 291.38

BLD-CSTN-7-23

93

Unit = 10 sqmA. MATERIALS:25 mm thick polished Shahabad stone (White) sqm 10.10 75.00 757.50

Sand for cm 1:3 base coat cum 0.12 425.00 51.00Cement for cm 1:3 base coat kgs 57.60 5.50 316.80Cement for slurry kgs 33.00 5.50 181.50Seigniorage charges of sand cum 0.12B. LABOURMason Ist class day 0.96 285.00 273.60Mason 2nd class 2.24 260.00 582.40Mazdoor (unskiled) day 3.10 215.00 666.50Add water charges 1% 1.00% 28.29Grand Total 2857.59Rate per 1 Sq.m 285.76

BLD-CSTN-7-2494


Providing skirting to internal walls to 15 cm height/risers of steps with 25 mm thick polished Cuddapah stone length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like Cuddapah stone, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

BMT-B.06

Providing skirting to internal walls to 15 cm height/risers of steps with 25 mm thick polished Shahabad stone length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like Shahabad stone, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

BMT-B.03

Note : When Mortar mix is changed proportionate quantity of cement has to be substituted for all Skirting Items.Teak Wood Flooring 40mm. Thick Tongued and Grooved Planks, including cost of all materials, labour etc., complete

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Teak Wood Planks 40mm thick cum 0.44 102414.00 45062.16

75 mm Long Screws 3.00 118.80 356.40

B. LABOURCarpenters 1st Class day 1.95 285.00 555.75Carpenters 2nd Class day 4.55 260.00 1183.00Man mazdoor day 5.40 215.00 1161.00

Grand Total 48318.31Rate per 1 Sq.m 4831.83

BLD-CSTN-7-2595

Unit = 10 sqmA. MATERIALS:Gravel (including 2% wastage) cum 1.53 80.00 122.40B. LABOURMan mazdoor day 1.10 215.00 236.50Woman mazdoor day 0.50 215.00 107.50Grand Total 466.40Rate per 1 Sq.m 46.64

BLD-CSTN-8 ROOFING & CEILING

BLD-CSTN-8-1

96

Unit = 184.518 sqmA. MATERIALS:G.I corrugated 0.80 mm thick sheets kgs 103.09 50.00 5154.47

G.I scam bolts & nuts 2 x 27 (laps) x 17 = 884 nos 47.91 5.00 239.57

G.I bolts & nuts 20 x 6 nosnos 43.90 8.00 351.22

nos 91.82 0.25 22.95

Bitumen washers nos 91.82 0.20 18.36

Zinc cromate yellow paint litre 0.14 130.00 17.83

Ready mixed paint litre 0.20 285.00 57.93 M-058B. LABOURFor roofingCarpenter II class day 0.84 260.00 218.43Man mazdoor (beldar) day 0.91 215.00 195.77For premier painting one coatPainter day 0.06 285.00 17.46Mazdoor (coolie) day 0.06 215.00 13.17For two coats of painting to over lapsPainter day 0.14 285.00 39.08Mazdor (coolie) day 0.14 215.00 29.48

LS

BMT-E.04

100 Nos

ELEC-1.4.39

Note : Deduct 4.3 Nos Carpenters if plank rate is for tongued and grooved ready planned.

Flooring with Gravel 150 mm thick including cost of all materials, labour, watering etc., complete

Roofing with corrugated G.I sheets 0.80mm thick fixed with G.I ‘J’ bolts & nuts 8 mm dia with bitumen & G.I limpet washers filled with white lead & including a coat of approved steel primer and two coats of approved paint on over lapping of sheets complete (up to a pitch of 600) and seigniorage charges, etc., complete, excluding the cost of purlins, rafters, trusses & cost of conveyance of all materials

BMT-E.20

BMS-W.62

G.I ‘J’ bolts 8 mm dia 2 x 5 x 27 sheets x 3 nos = 810 nos. with washers or srews, if wooden battens used.

BMS-W.64

Limpet washers (for scam & ‘J’ bolts) 884 + 810 = 1694

BMS-W.66

BMS-W.67

BMT-J.04

Sundries including 50 x 6 mm iron wind ties white lead etc.

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

LS


BLD-CSTN-8-2

97



nos 43.90 8.00 351.22

nos 91.82 0.25 22.95



Ready mixed paint litre 0.20 285.00 57.93

B. LABOUR M-058For roofingCarpenter II class day 0.84 260.00 218.43Man mazdoor (beldar) day 0.91 215.00 195.77For premier painting one coatPainter day 0.06 285.00 17.46Mazdoor (coolie) day 0.06 215.00 13.17For two coats of painting to over lapsPainter day 0.14 285.00 39.08Mazdor (coolie) day 0.14 215.00 29.48Grand Total 7524.77Rate per 1 Sq.m 40.78

BLD-CSTN-8-3

98



nos 43.90 8.00 351.22

nos 91.82 0.25 22.95

Add for Standard specification 1mm. Thick ridging and 1.25 mm thick sheet vallyes when such are required for a particular work. Average allowance for 10 sqm roofing.

Roofing with corrugated G.I sheets 1.00mm thick fixed with G.I ‘J’ bolts & nuts 8 mm dia with bitumen & G.I limpet washers filled with white lead & including a coat of approved steel primer and two coats of approved paint on over lapping of sheets complete (upto a pitch of 600) and seigniorage charges, turnover tax etc., complete, excluding the cost of purlins, rafters, trusses & cost of conveyance of all materials

BMT-E.20

BMS-W.62

G.I ‘J’ bolts 8 mm dia 2 x 5 x 27 sheets x 3 nos = 810 nos.


BMS-W.64

BMS-W.66

BMS-W.67

BMT-J.04


BMT-E.20

BMS-W.62

G.I ‘J’ bolts 8 mm dia 2 x 5 x 27 sheets x 3 nos = 810 nos.


BMS-W.64

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.



Ready mixed paint litre 0.20 285.00 57.93

B. LABOUR M-058For roofingCarpenter II class day 0.84 260.00 218.43Man mazdoor (beldar) day 0.91 215.00 195.77For premier painting one coatPainter day 0.06 285.00 17.46Mazdoor (coolie) day 0.06 215.00 13.17For two coats of painting to over lapsPainter day 0.14 285.00 39.08Mazdor (coolie) day 0.14 215.00 29.48Grand Total 8961.08Rate per 1 Sq.m 48.56

BLD-CSTN-8-4

99

Unit = 216.14 sqmA. MATERIALS:6 mm thick corrugated AC sheets T /sqm 0.15 188.00 27.70

8 mm dia G.I ‘J’ bolts & nuts nos 22.03 8.00 176.21

G.I washers nos 22.03 0.50 11.01


B. LABOURCarpenter II class day 0.43 260.00 112.37Man mazdoor day 0.54 215.00 116.21

LS

LS


BLD-CSTN-8-25

120

Unit = 10 sqmA. MATERIALS:Cement Mortal 1:3 cum 0.210 3143.25 660.08Water proof compound kg 2.000 58.00 116.00B. LABOUR

BMS-W.66

BMS-W.67

BMT-J.04

Roofing with 6 mm thick corrugated asbestos cement sheets, fixing with G.I ‘J’ bolts & nuts 8 mm dia G.I plain washers complete including seigniorage charges etc., complete for finished item of work, but excluding the cost of purlins, rafters, trusses & cost of conveyance of all materials – upto 600 pitch.

BMS-W.64

BMS-W.65

BMS-W.67

Sundries including 50 x 6 mm iron wind ties white lead etc.

Add for Standard specification 1mm. Thick ridging and 1.25 mm thick sheet vallyes when such are required for a particular work. Average allowance for 10 sqm roofing.

Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost of all materials, seigniorage charges, excluding conveyance charges of materials and including all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc,, complete for finished item of work

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

day 0.660 285.00 188.10

day 1.540 260.00 400.40

Mazdoor (unskiled) day 3.70 215.00 795.50Grand Total 2160.08Rate per 1 Sq.m 216.01

BLD-CSTN-8-26

121

Unit = 10 sqmA. MATERIALS:12 mm thick insulating board sqm 11.00 177.00 1947.00

B. LABOURCarpenter Ist class day 2.50 285.00 712.50Man mazdoor day 2.00 215.00 430.00Grand Total 3089.50Rate per 1 Sq.m 308.95

BLD-CSTN-8-27

122

Unit = 10 sqmA. MATERIALS:3 mm thick standard quality of hard board sqm 11.00 215.00 2365.00

B. LABOURCarpenter Ist class day 2.50 285.00 712.50Man mazdoor day 2.00 215.00 430.00Grand Total 3507.50Rate per 1 Sq.m 350.75

BLD-CSTN-8-28

123


sqm 11.00 215.00 2365.00

B. LABOURCarpenter Ist class day 2.50 285.00 712.50Man mazdoor day 2.00 215.00 430.00Grand Total 3507.50

BLD-CSTN-8-29

124 350.75

Unit = 10 sqmA. MATERIALS:Plain AC sheet for ceiling sqm 11.00 800.00 8800.00 M-061B. LABOURCarpenter Ist class day 2.50 285.00 712.50Man mazdoor day 2.00 215.00 430.00Grand Total 9942.50Rate per 1 Sq.m 994.25

Mason 1st class

Mason 2nd class

Providing & fixing insulating board ceiling of approved quality with nails etc., complete, excluding the cost of frame work for base and cost of conveyance of all materials

BMT-K.25

Providing & fixing hard board sheet ceiling of approved quality with nails etc., complete, excluding the cost of frame work for base and cost of conveyance of all materials

BMT-M.02

Providing & fixing flat pressed 3 layer medium density particle board sheet with necessary nails etc., complete, excluding the cost of frame work for base and cost of conveyance of all materials

Standard quality of flat pressed 3 layer medium density board sheet 4.50 mm thick

Providing & fixing plain AC sheet ceiling of approved quality with necessary nails etc., complete, excluding the cost of frame work for base and cost of conveyance of all materials

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-8-30

125


cum 0.05 1000.00 47.50 M-195

Nails kg 0.75 45.00 33.75

Rabbit wire mesh sqm 10.20 12.00 122.40

Plaster of paris kg 219.76 15.00 3296.40

B. LABOUR

Carpenter Ist class day 2.60 285.00 741.00Man mazdoor (beldar) day 1.60 215.00 344.00For doing plaster of paris over wooden stripsMason Ist class day 2.62 285.00 745.28Mason IInd class day 1.62 260.00 419.90

Mazdoor (unskilled) day 3.77 215.00 810.55Grand Total 6560.78Rate per 1 Sq.m 656.08Gypboard Suspended false ceiling

BLD-CSTN-8-31

126

UNIT -1 sqmA) Material requirement as per India Gypsum12.5 mm Gypboard 1219 mm x 1829 mm size Boards sqm 1.03 200.00 205.12

Ceiling Angle25 mm x 10 mm x 0.55 mm RM 0.64 65.00 41.60

Connecting Clips Nos 1.84 2.00 3.68

Ceiling Section

Providing 10 mm thick plaster of paris (Gypsum anhydrous) ceiling upto a height of 5 m above floor level over first class BT wood strips 25 x 6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame excluding cost of wooden frame for base & cost of conveyance of all materials.

Wooden strips 1st class BT wood 25 x 6 mm size

BMT-F.02

BMT-F.28

BMT-H.91

for Jointing the wooden strips including fixing the rabbit mesh

Supplying and fixing Gyp Board Suspended regular single layer false ceiling (GS-MFSC-4.1 as per India Gypsum) using 12.5 mm thick Gyp Board conforming to IS 2095 - 1982 fixing to Gyp steel GI perimeter channels of size 20 mm x 27 mm x 30 mm(web) of 0.55 mm thick along the perimeter of ceiling screw fixed to brick work/ partition at 610 mm c/c and suspending the frame work using Intermediate channels (45 mm x 15mm x 15mm x 0.9 mm) from soffit at 1220 mm c/c with ceiling angle (25 mm x 10 mm x 0.55 mm) fixed with GI Cleat and steel expansion fasteners & connecting clip to the ceiling channels (with knurled web of 51.5 mm x 26 mm x 10.5 mm x 0.55 mm) fixed in direction perpendicular to the intermediate channel at 457 mm c/c and fixing the 12.5 mm tapered edge Gypboard with 25 mm drywall screws at 230 mm c/c & jointing and finishing using joint compound and paper tape to have a flush look including filling the tapered & square edges with jointing compound, two coats of drywall topcoat complete for finished item of work as per Idia Gypsum Ltd specification.

BMT-M.03

BMT-M.04

BMT-M.17

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

51.5 mm x 26 mm x 10.5 mm x 0.55 mm thick RM 2.30 74.00 170.20

Intermediate Channel45 mmx 15 mm x 15 mm x 0.9 mm RM 0.84 73.00 61.32

Perimeter Channel20 mm x 27 mm x 30 mm(web) of 0.55 mm thick RM 0.40 65.00 26.00

Rawl Plug Nos 0.64 1.50 0.96

Soffit Cleats Nos 0.64 1.50 0.96

Drywall Screws - 25 mm Nos 18.00 1.50 27.00

Jointing Compound Kgs 0.55 25.00 13.75

Jointing Paper Tape RM 1.46 5.00 7.30

Drywall Top Coat Lits 0.15 125.00 18.75

B) LABOUR CHARGES1st Class Carpenter day 0.40 285.00 114.002nd Class Carpenter day 0.40 260.00 104.001st Class Painter day 0.08 285.00 22.802nd Class Painter day 0.08 260.00 20.80Power Saw Cutter - Hand Operated - Operator day 0.04 285.00 11.40Power Drill - Hand Operated - Operator day 0.08 285.00 22.80Unskilled Mazdoor day 0.24 215.00 51.60C) MachineryPower Saw Cutter - Hand Operated - Hire charges Hrs 0.32 105.00 33.60

Power Drill - Hand Operated - Hire Charges Hrs 0.64 97.00 62.08

Scaffolding charges 1% 10.20BASIC COST per 1 sqm 1029.92

Gyp Board Fine Line Grid false ceiling

BLD-CSTN-8-32

127

UNIT -1 sqmA) Material requirement as per India Gypsum12.5 mm / 9.5 mm - Gypboard TilesEither - 595 mm x 595 mm - sqm 1.00 220.00 220.42

Or - 595 mm x 1195 mm -GI Angle - Precoated

BMT-M.05

BMT-M.06

BMT-M.07

BMT-M.18

BMT-M.20

BMT-M.21

BMT-M.22

BMT-M.23

BMT-M.24

BMC-X.02

BMC-X.03

Supplying and fixing Gyp Board Fine Line Grid false ceiling (GS-FLC-4.6 as per India Gypsum) in size 600 mm x 600 mm using 12.5 mm thick/ 9.5 mm thick Gyp Board sheet tiles of size 595 mm x 595 mm or 595 mm x 1195 mm conforming to IS 2095 - 1982 fixing to Gyp steel precoated GI wall angle of size 25 mm x 25 mm x of 0.70 mm thick along the perimeter of ceiling screw fixed to brick work/ partition at 610 mm c/c and suspending the frame work using precoated GI Tee section (24 mm x 38 mm x 0.7 mm) from soffit at 1220 mm c/c fixed with GI Soffit Cleat, rawl plugs and steel expansion fasteners & connecting clip to the GI T section with 4 mm dia GI Rod with galvanised spring steel level clip of PVC unversal holding clips system at 1200 mm c/c and fixing the 12.5 mm / 9.5 mm Gypboard Sheet tiles of size 595 mm x 595 mm or 595 mm x 1195 mm and finishing two coats of drywall topcoat complete for finished item of work as per Idia Gypsum Ltd specification.

BMT-M.01

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

25 mm x 25 mm x 0.7 mm RM 0.40 65.00 26.00GI - Precoated - T Section - 3600 mm long24 mm x 38 mm x 0.7 mm thick RM 1.60 47.00 75.20

GI - Precoated - T Section - 600 mm long24 mm x 38 mm x 0.7 mm thick RM 1.60 47.00 75.20GI Rod - 4 mm DiaConnecting Rod RM 1.28 10.00 12.80

Rawl Plug Nos 1.28 1.50 1.92

Soffit Cleats Nos 1.28 1.50 1.92Unversal Holding Clips Nos 5.36 2.50 13.40

Drywall Top Coat Lits 0.15 125.00 18.75

B) LABOUR CHARGES 0.001st Class Carpenter day 0.40 285.00 114.002nd Class Carpenter day 0.40 260.00 104.001st Class Painter day 0.08 285.00 22.802nd Class Painter day 0.08 260.00 20.80Power Saw Cutter - Hand Operated - Operator day 0.04 285.00 11.40Power Drill - Hand Operated - Operator day 0.04 285.00 11.40Unskilled Mazdoor day 0.24 215.00 51.60C) MachineryPower Saw Cutter - Hand Operated - Hire charges Hrs 0.32 105.00 33.60Power Drill - Hand Operated - Hire Charges Hrs 0.32 97.00 31.04Scaffolding charges 1% 8.46BASIC COST per 1 sqm 854.71

Armstrong False ceiling

BLD-CSTN-8-33

128

UNIT 1 sqmA) Material requirement 15 mm - Armstrong Mineral Fiber sheet 600 x 600 sqm 1.00 450.00 450.86

Hotdipped GI Angle - Precoated - Grid19 mm x 19 mm RM 0.40 35.00 14.00

Polyster painted GI - T Section - 1200 mm (1) 24 x 32 mm and (2) 24 x 25 mm (sub-cross Tee) RM 1.60 44.00 70.40

Polyster painted GI - T Section - 300 mm24 mm x 27 mm RM 1.60 40.00 64.00

BMT-M.10

BMT-M.26

BMT-M.18

BMT-M.25

BMT-M.24

Providing and fixing in true horizontal level 600 mm x 600 mm 15 mm thick Arm strong false ceiling system manufactured by M/s Arm strong world Industries using hot dipped Galvanised Steel section exposed surface with pre-coated capping, main Tee of size 24 x 32 mm at every 1200 mm c/c maximum and rotary stiched cross tee of size 24 x 27 mm at evry 600 mm c/c and sub-cross tee of size 24 mm x 25 mm at 1200 mm c/c and wall angle of size 19 x 19 mm fixed to periphery of the wall and the above grid is suspended at every 1200 mm c/c in both directions using 2.0 mm thick pre-straightened GI Wire laying fine fissured butt edge ceiling tiles of 15 mm thick mineral fiber Board manufactured by M/s Arm Strong World Industries Ltd., having RH 99% and for finished of size 600 x 600 mm including Cost &conveyance of all materials and labour charges such as cutting , fixing of standing of frame work exposing roof making complete for finished item of work

BMT-M.29

BMT-M.11

BMT-M.12

BMT-M.14

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

GI Rod - prestraightened - 2.0 mm diaConnecting Rod RM 1.28 10.00 12.80

6 mm Nylon Rawl Plug Nos 1.28 2.50 3.20

B) LABOUR CHARGES PER UNIT 1 sqm1st Class Carpenter day 0.40 285.00 114.002nd Class Carpenter day 0.40 260.00 104.001st Class Painter day 0.08 285.00 22.802nd Class Painter day 0.08 260.00 20.80Power Saw Cutter - Hand Operated - Operator day 0.04 285.00 11.40Power Drill - Hand Operated - Operator day 0.04 285.00 11.40Unskilled Mazdoor day 0.24 215.00 51.60C) MachineryPower Saw Cutter - Hand Operated - Hire charges Hrs 0.32 105.00 33.60Power Drill - Hand Operated - Hire Charges Hrs 0.32 97.00 31.04Scaffolding charges 1% 10.16BASIC COST per 1 sqm 1026.05

Thermocole False ceiling

BLD-CSTN-8-34

129

UNIT 1 sqmA) Material requirement 15 mm/ 19 mm Thermocole sheet 600 x 600 sqm 1.00 40.00 40.08

Alumninium Angle 24 mm x 24 mm RM 0.40 23.00 9.20

Anodised Aluminium T Section (1) 24 x 24.5 x 2.4 mm mm RM 3.20 30.00 96.00

GI Rod - prestraightened - 2.0 mm diaConnecting Rod Nos 1.28 10.00 12.80

Rawl Plugs Nos 1.28 1.50 1.92

B) LABOUR CHARGES1st Class Carpenter day 0.36 285.00 102.602nd Class Carpenter day 0.36 260.00 93.601st Class Painter day 0.00 285.00 0.002nd Class Painter day 0.00 260.00 0.00Power Saw Cutter - Hand Operated - Operator day 0.02 285.00 5.70Power Drill - Hand Operated - Operator day 0.04 285.00 11.40Unskilled Mazdoor day 0.20 215.00 43.00C) MachineryPower Saw Cutter - Hand Operated - Hire charges Hrs 0.16 105.00 16.80Power Drill - Hand Operated - Hire Charges Hrs 0.32 97.00 31.04Scaffolding charges 1% 4.64BASIC COST per 1 sqm 468.78

BMT-M.26

BMT-M.19

Providing and fixing Thermocole False ceiling in true horizontal level 600 mm x 600 mm using 15 mm/ 19 mm thick Thermocole sheet anodised Aluminium Tee sections of size 24.50 mm x 24.0 mm x 2.4 mm in grid with cross tee of size 24 x 24.5 mm at every 600 mm c/c and anodised aluminium wall angle of size 24 x 24 mm fixed to periphery of the wall and the above grid is suspended at every 1200 mm c/c in both directions using 2.0 mm thick GI Wire for finished of size 600 x 600 mm including Cost &conveyance of all materials and labour charges such as cutting , fixing of standing of frame work exposing roof making complete for finished item of work

BMT-M.38

BMT-M.15

BMT-M.16

BMT-M.26

BMT-M.18

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-9

BLD-CSTN-9-4

133

Unit: 10 sqmA. MATERIALS :Whiting / White Cement 1.20 25.00 30.00

B. LABOURBrick Layers / Painter day 0.11 285.00 31.35Mazdoor (unskilled) day 0.22 215.00 47.30Sundries including brushes, ladders, etc., 0.50% 0.39Total cost for 10 sqm 109.04Rate per 1 Sq.m 10.90

BLD-CSTN-9-5

134


L.S

B. LABOURBrick Layers / Painter day 0.210 285.00 59.85Mazdoor (unskilled) day 0.320 215.00 68.80Sundries including brushes, ladders, etc., 1.00% 1.29Total cost for 10 sqm 179.94Rate per 1 Sq.m 17.99

BLD-CSTN-9-6

135


B. LABOURBrick Layers / Painter day 0.300 285.00 85.50Mazdoor (unskilled) day 0.430 215.00 92.45Total cost for 10 sqm 247.95Rate per 1 Sq.m 24.79

BLD-CSTN-9-9 Distempering, 2 Coats with Water Bound Distemper

WHITE WASHING, COLOUR WASHING & DISTEMPERING

White washing one coat with whiting of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

with White

Cement Grade II

cum / kg

Gum, conjee water, or prickly pear juice including necessary fire wood

White washing two coats with whiting of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

cum / kg


White washing three coats with whiting of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

cum / kg


138 256

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Unit: 10 sqmA. MATERIALS :Distemper kg 1.340 60.00 80.40

B. LABOURPainter day 0.500 285.00 142.50Mazdoor (unskilled) day 1.300 215.00 279.50Sundries including brushes, ladders, etc., 1.000% 4.22Total cost for 10 sqm 506.62Rate per 1 Sq.m 50.66

BLD-CSTN-9-10 Distempering, 2 Coats with Oil Bound Distemper

Unit: 10 sqmA. MATERIALS :Distemper kg 1.700 60.00 102.00B. LABOURPainter day 1.200 285.00 342.00Sundries including brushes, ladders, etc., 1.000% 215.00 3.42Total cost for 10 sqm 447.42Rate per 1 Sq.m 44.74

BLD-CSTN-10 PAINTING & VARNISHING

BLD-CSTN-10-1

140

PRIMARY COAT:Cost of Primer kg 0.50 60.00 30.00Painter I st class Nos 0.08 285.00 22.80Pianter Iind class Nos 0.19 260.00 49.40Cost of washable Oil Bound Distemper Kg 1.70 60.00 102.00

1st class painter Nos 0.36 285.00 102.60II class painter Nos 0.84 260.00 218.40Total cost 525.20

BLD-CSTN-10-2 Painting, Priming Coat on New Plastered Surface

Unit: 10 sqmA. MATERIALS :Cement Primer kg 1.00 100.00 100.00

B. LABOURPainter day 0.700 285.00 199.50Sundries including brushes, soaps, putty etc., 0.500% 1.00Total cost for 10 sqm 300.50Rate per 1 Sq.m 30.05

BLD-CSTN-10-3

Unit: 10 sqmA. MATERIALS :Cement Paint at 5 sqm., per kg kg 2.000 100.00 200.00B. LABOURPainter day 0.300 285.00 85.50Mazdoor (unskilled) day 1.500 215.00 322.50Sundries including brushes, etc., 1.000% 1.61

BMT-J.21

139 257

Painting to new walls with 2 coats of ready mixed oil bound wahsable distemper of approved brand and shade over a base coat of appropriate primer of approved brand, making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 911 for internal walls

BMT-J.21

141 270

BMT-J.01

142 284

Painting Walls with Snowcem or other equal and approved Water Proof Cement Paint over Priming Coat, One Coat (All Colours)

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Total cost for 10 sqm 409.61Rate per 1 Sq.m 40.96

BLD-CSTN-10-4

Unit: 10 sqmA. MATERIALS :Cement Paint at 3 sqm., per kg kg 3.500 100.00 350.00B. LABOURPainter day 0.500 285.00 142.50Mazdoor (unskilled) day 1.500 215.00 322.50Sundries including brushes, etc., 1.000% 1.61Total cost for 10 sqm 466.61Rate per 1 Sq.m 46.66

BLD-CSTN-10-5

144

Cost of Cement Primer kg 1.00 60.00 60.00Ist class painter day 0.21 285.00 59.852nd class painter day 0.49 1.00 0.49Cost of water proof cement Paint of approved quality kg 3.50

1st class painter day 0.15 285.00 42.752nd class painter day 0.35 260.00 91.00Mazdoor (unskilled) day 1.50 215.00 322.50Total cost 576.59

BLD-CSTN-10-6 Painting, Priming Coat on New Wood Work

Unit: 10 sqmA. MATERIALS :Wood Primer L 0.700 100.00 70.00B. LABOURPainter day 0.700 285.00 199.50Sundries including brushes, soap, putty etc., 1.000% 285.00 2.85Total cost for 10 sqm 272.35Rate per 1 Sq.m 27.24

BLD-CSTN-10-7 Painting, Priming Coat on New Iron Work

Unit: 10 sqmA. MATERIALS :Red Oxide Primer L 0.70 90.00 63.00

B. LABOURPainter day 0.70 285.00 199.50Sundries including brushes, soap, putty etc., 33.00Total cost for 10 sqm 295.50Rate per 1 Sq.m 29.55

BLD-CSTN-10-8 Varnishing to Wood Work, One CoatUnit: 10 sqmA. MATERIALS :Varnish L 0.800 100.00 80.00

Linseed Oil - boiled L 0.600 40.00 24.00

B. LABOURPainter day 0.700 285.00 199.50

143 285

Painting Walls with Snowcem or other equal and approved Water Proof Cement Paint over Priming Coat, 2 Coats (All Colours)

Painting to new walls with 2 coats of water proof cement paint of apporved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for internal walls

145 268

146 269

BMT-J.03

147 281

BMT-J.09

BMT-J.11

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Man Mazdoor day 0.700 215.00 150.50Sundries including brushes,fuel, size etc.,Total cost for 10 sqm 454.00Rate per 1 Sq.m 45.40

BLD-CSTN-10-9 Varnishing to Wood Work, Two CoatsUnit: 10 sqmA. MATERIALS :Varnish L 1.200 100.00 120.00Linseed Oil - boiled L 1.100 40.00 44.00B. LABOURPainter day 1.100 285.00 313.50Man Mazdoor day 1.100 215.00 236.50Sundries including brushes,fuel, size etc.,Total cost for 10 sqm 714.00Rate per 1 Sq.m 71.40

BLD-CSTN-10-10 Painting with Ready mixed oil paint (all colours)i. One Coat - New Wood Work :Unit: 10 sqmA. MATERIALS :Ready mixed paint kg 1.600 100.00 160.00B. LABOURPainter day 0.700 285.00 199.50Sundries including brushes, soap, putty etc., LSTotal cost for 10 sqm 359.50Rate per 1 Sq.m 35.95

ii Two Coats - New Wood Work :Unit: 10 sqmA. MATERIALS :Ready mixed paint kg 2.800 100.00 280.00B. LABOURPainter day 1.200 285.00 342.00Sundries including brushes, soap, putty etc., LSTotal cost for 10 sqm 622.00Rate per 1 Sq.m 62.20

iii One Coat - Old Wood Work & New Iron Work :Unit: 10 sqmA. MATERIALS :Ready mixed paint kg 1.500 100.00 150.00B. LABOURPainter day 0.700 285.00 199.50Sundries including brushes, soap, putty etc., LSTotal cost for 10 sqm 349.50Rate per 1 Sq.m 34.95

iv Two Coats - Old Wood Work & New Iron Work:Unit: 10 sqmA. MATERIALS :Ready mixed paint kg 2.400 100.00 240.00B. LABOURPainter day 1.200 285.00 342.00Sundries including brushes, soap, putty etc., LSTotal cost for 10 sqm 582.00Rate per 1 Sq.m 58.20

v One Coat - Old Iron Work :Unit: 10 sqmA. MATERIALS :Ready mixed paint kg 1.200 100.00 120.00B. LABOURPainter day 0.700 285.00 199.50Sundries including brushes, soap, putty etc., LSTotal cost for 10 sqm 319.50Rate per 1 Sq.m 31.95

vi Two Coats - Old Iron Work :Unit: 10 sqm

148 282

149 256 to

265

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

A. MATERIALS :Ready mixed paint kg 2.100 100.00 210.00B. LABOURPainter day 1.100 285.00 313.50Sundries including brushes, soap, putty etc., LSTotal cost for 10 sqm 523.50Rate per 1 Sq.m 52.35

vii Three Coats - Old Iron Work :Unit: 10 sqmA. MATERIALS :Ready mixed paint kg 3.400 100.00 340.00B. LABOURPainter day 1.500 285.00 427.50Sundries including brushes, soap, putty etc., LSTotal cost for 10 sqm 767.50Rate per 1 Sq.m 76.75

viii Three Coats - New Wood Work :Unit: 10 sqmA. MATERIALS :Ready mixed paint kg 3.900 100.00 390.00B. LABOURPainter day 1.600 285.00 456.00Sundries including brushes, soap, putty etc., LS 33.00Total cost for 10 sqm 879.00Rate per 1 Sq.m 87.90

BLD-CSTN-10-11 Painting with :

A. MATERIALS :L 0.500 180.00 90.00


ii

A. MATERIALS :L 0.400 180.00 72.00


iii

A. MATERIALS :L 0.900 180.00 162.00


iv

A. MATERIALS :L 0.800 180.00 144.00

B. LABOUR

150 266 i. Plastic Emulsion paint Grade I - One Coat for New

Wood Work, Old Wood Work & New Iron Work :

Plastic Emulsion paint (at 20 sqm / litre as per British Paints (I) Ltd.

BMT-J.22

Plastic Emulsion paints - One Coat for Old Iron Work :


Plastic Emulsion paints - Two Coats for New Wood Work :


Plastic Emulsion paints - Two Coats for Old Wood Work & New Iron Work :


SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Painter day 1.200 285.00 342.00Sundries including brushes, soap, putty etc., 33.00Total cost for 10 sqm 519.00Rate per 1 Sq.m 51.90

v

A. MATERIALS :L 0.800 180.00 144.00


vi

A. MATERIALS :L 0.700 180.00 126.00


vii

A. MATERIALS :L 1.200 180.00 216.00


viii

A. MATERIALS :L 1.100 180.00 198.00


BLD-CSTN-10-12

A. MATERIALS :L 0.700 170.00 119.00

B. LABOURPainter day 0.700 285.00 199.50Sundries including brushes, soap, putty etc.,Total cost for 10 sqm 318.50Rate per 1 Sq.m 31.85

ii

A. MATERIALS :L 0.500 170.00 85.00

B. LABOURPainter day 0.700 285.00 199.50Sundries including brushes, soap, putty etc., 33.00

Plastic Emulsion paints - Two Coats for New Iron Work :


Plastic Emulsion paints - Two Coats for Old Iron Work :


Plastic Emulsion paints - Three Coats for New Wood Work :


Plastic Emulsion paints - Three Coats for Old Iron Work :


151 i

Painting with Synthetic Enamel paints - One Coat - for New Wood Work, Old Wood Work & New Iron Work

Synthetic Enamel paint (at 20 sqm / litre as per British Paints (I) Ltd.

BMT-J.30

Painting with Synthetic Enamel paints - One Coat - For Old Iron Work


SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.


iii

A. MATERIALS :L 1.200 170.00 204.00


iv

A. MATERIALS :L 1.100 170.00 187.00


v

A. MATERIALS :L 1.100 170.00 187.00


vi

A. MATERIALS :L 0.900 170.00 153.00


vii

A. MATERIALS :L 1.700 170.00 289.00


viii

A. MATERIALS :L 1.600 170.00 272.00


Painting with Synthetic Enamel paints - Two Coats - for New Wood Work


Painting with Synthetic Enamel paints - Two Coats - For Old Wood Work


Painting with Synthetic Enamel paints - Two Coats - For New Iron Work


Painting with Synthetic Enamel paints - Two Coats - For Old Iron Work


Painting with Synthetic Enamel paints - Three Coats - for New Wood Work


Painting with Synthetic Enamel paints - Three Coats - For Old Iron Work


SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-10-13 152

New Work :A. MATERIALS :Readymade wax polish kg 0.500 400.00 200.00

B. LABOURPainter day 0.800 285.00 228.00Healper day 0.800 215.00 172.00Sundries including brushes, soap, cloth etc., LS 33.00Total cost for 10 sqm 633.00Rate per 1 Sq.m 63.30

BLD-CSTN-10-14 153 Melamine polishing on wood work (one or more coat)

New Work :A. MATERIALS :Melamine polish L 0.650 221.00 143.65B. LABOURPainter day 0.800 285.00 228.00Healper day 0.800 215.00 172.00Sundries for Spraying Machine etc., LS 33.00Total cost for 10 sqm 576.65Rate per 1 Sq.m 57.67

BLD-CSTN-10-15 154

A. MATERIALS :Shellac kg 0.228 70.00 15.96

Spirit L 1.630 70.00 114.10B. LABOURPainter day 3.200 285.00 912.00

LS 33.00


BLD-CSTN-11

BLD-CSTN-11-1 155

Unit = 1 cumMaterials :—Teak wood large scantlings upto 2 m cum 1.000 77693.00 77693.00

Labour :—Carpenter day 17.700 285.00 5044.50Man Mazdoor day 8.800 215.00 1892.00Sundries including nails, screws etc., LS 33.00Cost per cum 84662.50

BLD-CSTN-11-2156

Unit = 1 cumMaterials :—

cum 1.000 81225.00 81225.00


Polishing on wood work with readymade wax polish of approved brand and manufacture

BMT-J.15

French Spirit polishing Two or more coats on new works including a coat of wood filler.

BMT-J.10

Sundries such as pigment, terpentaine, sand paper, putty, wood filler, white woolen cloth, linseed oil, cotton etc.,

WOOD WORK, ALUMINUM DOORS, WINDOWS, VENTILATORS Etc.,

Best Teak Wood wrought and put up to 2 meters (Schedule Item No 286)

BMT-E.05

Best Teak Wood wrought and put up over 2 metres and below 3 metres in length (Schedule Item No 287)

Teak wood large scantlings over 2 m and below 3 m in length

BMT-E.06

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-11-3157

Unit = 1 cumMaterials :—

cum 1.000 84756.00 84756.00


BLD-CSTN-11-4158

Unit = 1 cumMaterials :—Teak wood large scantlings cum 1.000 54738.00 54738.00Iron Work (average) kg 112.000 50.00 5600.00Labour :—Carpenter day 26.500 285.00 7552.50Man Mazdoor day 8.800 215.00 1892.00Sundries including nails, screws etc., LS 33.00Cost per cum 69815.50

BLD-CSTN-11-5 159

A Single Shutter i 800 x 2000 mm

*Teak wood cum 0.083 54738.00 4543.25

Labour, wrought and putup in position frame & shutters sqm 1.600 230.00 368.00

LS 33.00

Total for each door 4944.25ii 900 x 2000 mm

*Teak wood cum 0.088 54738.00 4816.94Labour, wrought and putup in position frame & shutters sqm 1.800 230.00 414.00

33.00

Total for each door 5263.94iii 1100 x 2000 mm


LS 33.00

Total for each door 6505.44iv 1200 x 2100 mm


33.00

Total for each door 7345.37v 900 x 2100 mm


LS 33.00

Total for each door 5613.07

Best Teak Wood wrought and put up in large scantling of over 3 metres in length (Schedule Item No 288)

Teak wood large scantlings over 2 m and below 3 m in length

BMT-E.07

Best Teak Wood wrought and put up for trusses including straps and all iron work (Schedule Item No 289)

Fully Panelled doors - External or Internal - Moulded panels (Schedule Item No 290)

BMT-E.01

BMM-V.23

Sundries inclusive of holdfasts and all wind appliances (Vide relevant standard specification)





SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

vi 1500 x 2400 mm*Teak wood cum 0.159 54738.00 8703.34Labour, wrought and putup in position frame & shutters sqm 3.600 230.00 828.00

LS 33.00

Total for each door 9564.34B Double Shutter i 900 x 2000 mm


33.00



33.00



33.00



33.00


BLD-CSTN-11-6 160

A Single Shutter i 800 x 2000 mm

*Teak wood cum 0.068 54738.00 3722.18Five - Ply - Ply - Wood brich sqm 0.720 1587.00 1142.64


LS 33.00


*Teak wood cum 0.071 54738.00 3886.40Five - Ply - Ply - Wood brich sqm 0.870 1587.00 1380.69Labour, wrought and putup in position frame & shutters sqm 1.800 365.00 657.00

33.00








* Note : Average rate for respective size scantlings and rough plank

Fully Panelled doors - Internal Five Ply - Ply-wood Panels (Schedule Item No 291)

BMT-M.40

BMM-V.07



SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

LS 33.00



33.00



LS 33.00

Total for each door 6334.24vi 1000 x 2100 mm


33.00

Total for each door 7177.22B Double Shutter i 900 x 2000 mm


33.00



33.00



33.00



33.00


*Teak wood cum 0.130 54738.00 7115.94Five - Ply - Ply - Wood brich sqm 1.280 1587.00 2031.36









SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.


33.00


BLD-CSTN-11-7 161

Top Tower bolts (Ave : Size) Nos 2 112.00 224.00

Bottom Tower bolts 150mm long Nos 2 112.00 224.00

Parliament hings with screws Nos 6 166.00 996.00

Oxidised aldrop with bolts Nos 1 675.00 675.00

Wind cleats with hings Nos 2 1.50 3.00

(Same for all doors) 2122.00

BLD-CSTN-11-8 162 Furniture - Iron - Internal doors (Schedule Item 293)

Top Tower bolts (Ave : Size) Nos 1 112.00 112.00

Bottom Tower bolts 150mm long Nos 2 112.00 224.00

Butt hings with screws Nos 6 166.00 996.00

Wind cleats with hings Nos 2 1.50 3.00

(Same for all doors) 1335.00

BLD-CSTN-11-9 163 Glazed and Panelled doors (Schedule Item No. 294)

A Single Shutteri 800 x 2000 mm

*Teak wood cum 0.072 54738.00 3941.14

Glass sqm 0.470 713.00 335.11 BMT-I.04Labour, wrought and putup in position frame & shutters sqm 1.600 365.00 584.00

LS 33.00


*Teak wood cum 0.076 54738.00 4160.09


LS 33.00


*Teak wood cum 0.106 54738.00 5802.23


LS 33.00



* Note : Average rate for respective size scantlings and rough plank

Furniture - Iron - for External doors (Schedule Item 292)

BMT-G.02

BMT-G.02

BMT-G.22

BMT-G.37

BMT-M.20

BMT-G.02

BMT-G.02

BMT-G.22

BMT-M.20

BMT-E.01

BMM-V.07

Sundries inclusive of putty, brads, hold fasts and all wind appliances (Vide relevant standard specification)

BMT-E.01

BMM-V.07


BMT-E.01

BMM-V.07


SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

*Teak wood cum 0.115 54738.00 6294.87


LS 33.00

Total for each door 7992.08B Double Shutteri 900 x 2000 mm

*Teak wood cum 0.087 54738.00 4762.21


LS 33.00


*Teak wood cum 0.092 54738.00 5035.90


LS 33.00


*Teak wood cum 0.096 54738.00 5254.85


LS 33.00


*Teak wood cum 0.123 54738.00 6732.77


LS 33.00


*Teak wood cum 0.130 54738.00 7115.94


LS 33.00


BLD-CSTN-11-10 164

Total for each door

BLD-CSTN-11-11 165 Framed and Planked Doors (Schedule Item No. 296)

i 1000 x 2000 mm

BMT-E.01

BMM-V.07


BMT-E.01

BMM-V.07


BMT-E.01

BMM-V.07


BMT-E.01

BMM-V.07


BMT-E.01

BMM-V.07


BMT-E.01

BMM-V.07


* Note : Average rate for respective size scantlings and rough planks.

Furniture - Same as for Fully Panelled Doors External (Schedule Item No. 295)

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

*Teak wood cum 0.107 54738.00 5856.97


LS 33.00


*Teak wood cum 0.127 54738.00 6951.73


LS 33.00


BLD-CSTN-11-12 166

Single Shutter :i 1000 x 2000 mm

Country wood cum 0.107 54738.00 5856.97


LS 33.00


Country wood cum 0.127 54738.00 6951.73


LS 33.00


BLD-CSTN-11-13167

Each Door

BLD-CSTN-11-14 168


*Teak wood cum 0.083 54738.00 4543.25


LS 33.00

LS



LS 33.00

BMT-E.01

BMM-V.07

Sundries inclusive of putty, brads, hold fasts and wind appliances and screws for planks (Vide standard specification)

BMT-E.01

BMM-V.07


* Note : Average rate for respective size scantlings and rough planks.

Country wood Framed and Planked Doors (Schedule Item No. 297)

BMT-E.01

BMM-V.07


BMT-E.01

BMM-V.07


Furniture - 6 Butt Hings - 1 Top and 2 Bottom Tower Bolts and One Wrought steel safety Hasp L.S. (Schedule Item No. 298)

Ledged Braced and Planked Doors (Schedule Item No. 299)

BMT-E.01

BMM-V.07

Sundries inclusive of hold fasts and wind appliances and nails for planks (Vide standard specification)

** Furniture - 3 Nos T - hinges - Vide SS for size - 2 Nos Chain and slopes country make.


SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

LS


BLD-CSTN-11-15 169

i 800 x 2000 mmCountry wood cum 0.083 54738.00 4543.25Labour, wrought and putup in position frame & shutters sqm 1.600 365.00 584.00

LS 33.00

LS


Country wood cum 0.100 54738.00 5473.80Labour, wrought and putup in position frame & shutters sqm 2.100 365.00 766.50

LS 33.00

LS


BLD-CSTN-11-16

170


*Teak wood cum 0.035 54738.00 1915.83

sqm 1.530 1301.00 1990.53


33.00


*Teak wood cum 0.037 54738.00 2025.31

sqm 1.820 1301.00 2367.82


33.00

Total for each door 5192.63*Note : Average rate for respective size scantlings.

BLD-CSTN-11-17 171 Windows Glazed (Schedule Item No. 302)A Single Shutter :i 600 x 1200 mm

*Teak wood cum 0.028 54738.00 1532.66

Glass sqm 0.390 713.00 278.07 BMT-I.04


Note : * Average rate for respective size scantlings and rough planks.

** Note that for this type of door the furniture will be supplied and fixed by the contractor.

* Country wood Ledged Braced and Planked Doors (Schedule Item No. 300)





** Note that for this type of door the furniture will be supplied and fixed by the contractor.

Note : * Class of Country wood to be defined in relevent schedule item.

Flush type Doors with 35mm Thick Flush Shutters with Bondwood solied Block Board Type Faced on Both the sides with Commercial Type Plywood (Schedule Item No. 301.)

BMT-E.01

Flush Shutter 35mm thick (Vide relevant standard specification)

BMT-N.14

BMM-V.07

Sundries inclusive of hold fasts and all wind appliances (Vide standard specification)

BMT-E.01

Flush Shutter 35mm thick (Vide relevant standard specification)

BMT-N.14

BMM-V.07

Sundries inclusive of hold fasts and all wind appliances (Vide standard specification)

BMT-E.01

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.


33.00

Total for each window 2106.53ii 800 x 1200 mm

*Teak wood cum 0.037 54738.00 2025.31


33.00

Total for each window 2765.21B Double Shutter :i 1000 x 1200 mm

*Teak wood cum 0.041 54738.00 2244.26


33.00


*Teak wood cum 0.061 54738.00 3339.02


33.00

Total for each window 4403.85iii 1500 x 1200 mm (3 Pannels)

*Teak wood cum 0.072 54738.00 3941.14


33.00

Total for each window 5287.10iv 1000 x 1700 mm (2 Pannels)

*Teak wood cum 0.059 54738.00 3229.54


33.00

Total for each window 4574.65*Note : Average rate for respective size scantlings.

BLD-CSTN-11-18 172

Banel Bolts 100 mm long each 2 76.00 152.00

Top tower bolts 150 mm long each 2 112.00 224.00

Bottom bolts 150 mm long each 2 112.00 224.00

Parliament hinges each 4 166.00 664.00

1264.00

BMM-V.07

Sundries inclusive of putty, brads, hold fasts and wind appliances (Vide standard specification)

BMT-E.01

BMM-V.07


BMT-E.01

BMM-V.07


BMT-E.01

BMM-V.07


BMT-E.01

BMM-V.07


BMT-E.01

BMM-V.07


Furniture for Double Leaf Windows Glazed With Top Lights (Schedule Item No. 303)

BMT-G.01

BMT-G.02

BMT-G.02

BMT-G.22

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-11-19 173 LS

Top tower bolts 150 mm long each 2 112.00 224.00Bottom bolts 150 mm long each 2 112.00 224.00Parliament hinges each 4 166.00 664.00Same for all such windows 1112.00

BLD-CSTN-11-20 174 LS

Top tower bolts 150 mm long each 1 112.00 112.00Bottom tower bolts 150 mm long each 1 112.00 112.00Parliament hinges each 2 166.00 332.00Same for all such windows 556.00

BLD-CSTN-11-21 175 Windows Panelled (Schedule Item No. 306)A Single Shutteri 600 x 1200 mm

*Teak wood cum 0.039 54738.00 2134.78


33.00


**Teak wood cum 0.043 54738.00 2353.73


33.00

Total for each window 2693.33B Double Shutteri 800 x 1200 mm

*Teak wood cum 0.051 54738.00 2791.64


33.00


*Teak wood cum 0.059 54738.00 3229.54


33.00

Total for each window 3700.54iii 1200 x 1200 mm

*Teak wood cum 0.081 54738.00 4433.78


33.00

Total for each window 4992.38*Note : Average rate for respective size scantlings.

iv 900 x 1200 mm**Teak wood cum 0.056 54738.00 3065.33


Furniture for Double Leaf Windows Glazed without Top Lights (Schedule Item No. 304)

Furniture for Single Leaf Windows Glazed without Top Lights (Schedule Item No. 305)

BMT-E.01

BMM-V.07

Sundries inclusive of hold fasts and wind appliances (Vide standard specification)

BMT-E.01

BMM-V.07


BMT-E.01

BMM-V.07


BMT-E.01

BMM-V.07


BMT-E.01

BMM-V.07


BMT-E.01

BMM-V.07

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

33.00

Total for each window 3492.53

BLD-CSTN-11-22 176 Windows Panelled & Glazed (Schedule Item No. 307)

A Single Shutter600 x 1200 mm**Teak wood cum 0.036 54738.00 1970.57


33.00

Total for each window 2316.28B Double Shutteri 900 x 1200 mm

**Teak wood cum 0.052 54738.00 2846.38


33.00


**Teak wood cum 0.077 54738.00 4214.83


33.00

Total for each window 4858.99C 1500 x 1200 mm (3 Pannels)

**Teak wood cum 0.094 54738.00 5145.37


33.00


177

Cabin hooks and eyes 200 mm long each 2 312.00 624.00

Butt hinges 75 mm size each 4 32.00 128.00



Same for all such windows 976.00

BLD-CSTN-11-23 178

Cabin hooks and eyes 200 mm long each 4 312.00 1248.00


**Note : Average rate for respective size scantlings and rough planks.

BMT-E.01

BMM-V.07


BMT-E.01

BMM-V.07


BMT-E.01

BMM-V.07


BMT-E.01

BMM-V.07


**Note : Average rate for respective size scantlings and rough planks.

Furniture for Windows Panelled : Single Leaf with half Shutters (Schedule Item No. 308)

BMT-G.59

BMT-G.19

BMT-G.02

BMT-G.02

Furniture for Windows Panelled : Double Leaf with half Shutters (Schedule Item No. 309)

BMT-G.59

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Butt hinges 75 mm size each 8 32.00 256.00



Same for all such windows 1952.00

BLD-CSTN-11-24 179

i 600 x 1200 mm (half Shutters)*Teak wood cum 0.034 54738.00 1861.09


LS 33.00

Total for each window 2156.89ii 800 x 1200 mm (half Shutters)

*Teak wood cum 0.048 54738.00 2627.42


LS 33.00

Total for each window 3010.82iii 900 x 1200 mm (half Shutters)

*Teak wood cum 0.052 54738.00 2846.38


LS 33.00

Total for each window 3273.58iv 1000 x 1200 mm (half Shutters)

*Teak wood cum 0.052 54738.00 2846.38


LS 33.00


BLD-CSTN-11-25 180

i 800 x 500 mm *Teak wood cum 0.012 54738.00 656.86

Glass sqm 0.240 713.00 171.12 BMT-I.04Wire netting sqm 0.190 12.00 2.28

Labour, wrought and putup in position sqm 0.400 365.00 146.00

LS 33.00

Total for each Ventilator 1009.26ii 1000 x 500 mm

*Teak wood cum 0.014 54738.00 766.33


BMT-G.19

BMT-G.02

BMT-G.02

Teak Wood Windows - Ledged Braced and Planked (Schedule Item No. 310)

BMT-E.01

BMM-V.07

Sundries inclusive of all furniture and fitting in accordance with relevant standard specification

BMT-E.01

BMM-V.07


BMT-E.01

BMM-V.07


BMT-E.01

BMM-V.07


*Note : Average rate for respective size scantlings and rough planks.

Ventilators Glazed - Fixed Double Frame and with Wire Netting (Schedule Item No. 312)

BMT-E.01

BMT-F.28

BMM-V.07

Sundries inclusive of putty brads and iron hold fasts where such are necessary say in 30 cm wall.

BMT-E.01

BMT-F.28

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.


LS 33.00

Total for each Ventilator 1205.74iii 1200 x 600 mm

*Teak wood cum 0.018 54738.00 985.28



LS 33.00

Total for each Ventilator 1626.80*Note : Average rate for respective size scantlings

BLD-CSTN-11-26 181 Swing Ventilators - Glazed (Schedule Item No. 313)

i 800 x 500 mm *Teak wood cum 0.021 54738.00 1149.50


LS 33.00

Total for each Ventilator 1463.97ii 1000 x 500 mm

*Teak wood cum 0.025 54738.00 1368.45


LS 33.00

Total for each Ventilator 1601.06iii 1200 x 600 mm

*Teak wood cum 0.030 54738.00 1642.14


LS 33.00

Total for each Ventilator 2216.01

BLD-CSTN-11-32

187

Details of cost for 10 sq.m

White washer / Mason 2nd Class day 0.010 260.00 2.60Mazdoor (unskilled) day 0.170 215.00 36.55

33.00Scaffolding 11.54Add for water charges @ 1 % 0.84Cost for 10 sq.m. 84.53

BMM-V.07


BMT-E.01

BMT-F.28

BMM-V.07


BMT-E.01

BMM-V.07

Sundries inclusive of putty brads sash centres brass ring iron cleats and window card - vide relevant standard specifications.

BMT-E.01

BMM-V.07


BMT-E.01

BMM-V.07


*Note : Average rate for respective size scantlings and rough planks.

Removing white wash or colour wash by steel wire brushing and/or scraping; sand papering and preparing the wall surface smooth including necessary repairs to scratches complete

Labour :—

Sundries such as sand paper and scraper etc.

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Cost per sq.m 8.45

BLD-CSTN-11-33

188

Deatailed cost for 10 sqmRate as per above item 84.53

Add 10 % extra for ceiling / sloping roof 8.45Cost per 10 sq.m 92.98Cost per sq.m 9.30

BLD-CSTN-11-34

189

Rate as per Item No (203) 84.53


Mazdoor (unskilled) day 0.080 215.00 17.20Sundries 33.00Add for water charges @ 1 % 1.35Cost for 10 sq.m. 136.08Cost per sq.m 13.61

BLD-CSTN-11-35

190

Rate as per Item No (205) 92.98

9.30

Cost per 10 sq.m 102.28Cost per sq.m 10.23

BLD-CSTN-11-36 191


White washer / Mason 2nd Class day 0.010 260.00 2.60Mazdoor (unskilled) day 0.170 215.00 36.55Sundries such as soap, soda, sand paper and scaper etc 33.00

Add for water charges @ 1 % 0.72Cost for 10 sq.m. 72.87Cost per sq.m 7.29

BLD-CSTN-11-37 192

Rate as per Item above 72.87Extra 10% over 7.29Cost per 10 sq.m 80.16Cost per sq.m 8.02

BLD-CSTN-11-38 193


Removing white wash or colour wash by steel wire brushing and/or scraping; sand papering and preparing the ceiling and/or sloping roofs surface smooth including necessary repairs to scratches complete

10 sqm

Removing white wash or colour wash by steel wire brushing and/or scraping; sand papering and preparing the wall surface smooth including necessary repairs to scratches complete for the wall surface spoiled by smoke soot

10 sqm

For washing the wall surface spoiled by smoke soot with clear water before sand papering the surface smooth and including necessary repairs to the scratches complete

Labour :—

Removing white wash or colour wash by steel wire brushing and/or scraping; sand papering and preparing the ceiling and/or sloping roofs surface smooth including necessary repairs to scratches complete for the ceiling surface spoiled by smoke soot

10 sqm

Extra 10% for washing the surface with clean water on ceiling and/or sloping roofs

Washing and cleaning of decorated wall surfaces with soap, soda and water

Labour :—

Washing and cleaning of the old plastered ceiling and/or sloping roofs with soap, soda and water

Washing and cleaning of oil and grease spots on decorated wall surface by suitable chemical

Labour :—

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

White washer / Mason 2nd Class day 0.010 260.00 2.60Mazdoor (unskilled) day 0.170 215.00 36.55Sundries, such as chemical etc. 33.00

0.72Cost for 10 sq.m. 72.87Cost per sq.m 7.29

BLD-CSTN-12 DISMANTLING & DEMOLITION

BLD-CSTN-12-1 194

i Lime concrete.Details of cost for 1 cu.m.

Mazdoor (unskilled) day 1.220 215.00 262.30Sundries 33.00

2.95Cost per cu m 298.25

ii Unreinforced cement concrete upto 15 cm thicknes

Details of cost for 1 cu.m.



iii

Details of cost for 1 cu.m.


10.82Cost per cu m 1093.02

BLD-CSTN-12-2195

i R.C.C. workDetails of cost for 1 cu.m.



ii Reinforced Brick work:Details of cost for 1 cu.m.



BLD-CSTN-12-3

196

Blacksmith 2nd class day 0.500 260.00 130.00Mazdoor (Male) day 0.500 215.00 107.50Sundries 33.00

2.71Cost per sq m 273.21

Add for water charges @ 1 %

Demolishing and disposal of unserviceable materials within 100 metres lead

Labour :-


Labour :-


Unreinforced cement concrete more than 15 cm thickness

Labour :-


Demolition including stacking of serviceable materials and disposal of unserviceable materials within 100 metres lead

Labour :-


Labour :-


Extra over item 20.3 for cutting steel bars in R.C.C. of R.B. work (sectional area of R.C.C. or R.B. Work to be measured) Details of cost for one Sq.m. of sectional area—

Reinforced area considering 1% Labour for cuttings 0.01 Sq.m. reinforcement


SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

BLD-CSTN-12-4

197

i Not exceeding 3 sq.m. in area:Details of cost per eachLabour :-Mason, II class day 0.100 260.00 26.00Mazdoor (male) day 0.200 215.00 43.00Blacksmith II class day 0.050 260.00 13.00Sundries 33.00

1.15Cost per each 116.15

ii Exceeding 3 sq.m. in area Details of cost per eachLabour :-Mason, II class day 0.130 260.00 33.80Mazdoor (male) day 0.270 215.00 58.05Blacksmith II class day 0.070 260.00 18.20Sundries 33.00


BLD-CSTN-12-5198

i Not exceeding 3 sq.m. in area:Details of cost per each

Carpenter II class day 0.060 260.00 15.60Mazdoor (male) day 0.120 215.00 25.80Sundries 33.00


ii Exceeding 3 sq.m. in area Details of cost per each

Carpenter II class day 0.080 260.00 20.80Mazdoor (male) day 0.160 215.00 34.40Sundries 33.00


BLD-CSTN-13 MISCELLANEOUS BUILDING ITEMS

BLD-CSTN-13-6

204

Details of cost for 10 posts, i.e., 0.336 Cu. m(Details as per Annexure ' X ' at the end of this item)Materials:—

cum 0.336 1670.31 561.22

(Rate as per item No.5.42.d Section Concrete work)kg 26.440 42.00 1110.48

(Rate as per item No.5.51 Section Concrete work)Centering and shuttering cum 0.336 278.27 93.50(Details as per Annexure 'X')(Rate as per item No.9.1.8. of Section 9 Form work).

sqm 9.880 4463.25 44096.91

(Details as per Annexure 'X')

Dismantling doors, windows and clear storey windows, ventilators etc.; (wood or steel) shutters including chowkhats, architraves, hold fasts and other attachments etc., complete and stacking them within 100 metre lead



Taking out doors, windows and clearestorey window shutters (steel or wood) including stacking within 100 metres lead

Labour :-


Labour :-


Providing and fixing 1.80 metre long RCC fencing posts with 6 mm bar bibs as per design in plate No. 22/2/2. (earth work & concrete to be paid for separately)

Cement concrete 1:2:4 (1 cement : 2 coarse sand :4 graded stone aggregate 12.5 mm nominal size)

M.S. reinforcement 6 mm dia bars 10 x 4 x 1.88 = 75.20 metres 10 x 9 x 0.50 = 45.00 metres./ l20.00 m 120.20 m @ 0.22 Kg/m=26.44 Kg

10 mm cement plaster with cement mortar 1:2 (1 cement: 2 sand)

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Carriage of R.C.C. posts6 mm bar bibsSundriesLabour for fixing posts in lineMason, 1st Class day 0.120 285.00 34.20Mason, 2nd Class day 0.120 260.00 31.20Mazdoor (Male) day 0.250 215.00 53.75Add Water charges on A @ 1% 459.81Cost for 10 posts 46441.08Cost per post 4644.11Sub Analysis :Plastering with CM 1:3, 12 mm thick 1.000 848.89 848.89

Deduct - CM 1:3 cum 0.025 3143.25 78.58Add - Cement (720-480 x .125) cum 30.000 30.00 900.00

1670.31Annexure - 'X'Details of quantities for RCC postsConcrete quantity

Volume = h/3(A, + A2 + VA,A2) A2+A2+A, A2=0.V03766 Sq.m

Total volume = 0.0336 Cu. mQuantity for 10 posts = 0.336 Cu.m

3x0.165x0.75=0.37120.165x0.165=0.02720.10 x 0.10=0.0100/0.6992 Sq.m..For ten posts=10 x 0.6992 = 6.992 Sq.m.

4x0.165x0.75=0.4950 0.165x0.165=0.0272

BLD-CSTN-13-7

205

Details of Cost per 100 metres (day line of wire)Materials:—

kg 9.380 66.00 619.08 M-063

Carriage of barbed wire.G.I. staples steel pins or binding wire LS 68.00

10 sqm

BMT-T.02

Area of bottom A, =15+12.5/2 x 8.75+1/2 x 22/7 (6.25) = 120.31+61.38=181.69 Sq.m.

Area of top A2= 10+7.5/1 x 6.25 + 1/2 x 22 x (3.75)2/ 7= 54.69+22.10=76.79 Sq.Cm.

Av A2 = 118.12 Sq. Cm.

Volume = 1.05/3 * 0.03766 = 0.0131810 Cu.m. =0.0132 Cu.m.

Volume of lower square portion =0.165x0.165x0.75 =0.0204 Cu.m

Quantity of centring & shuttering 0.2770* 1.05=0.2908 Sq.m.

Quantity of surface plaster area 12.50+7.60+7.60=27.70 Cm.

xr=3.1416x5=15.71Cm./43.41Cm 0.434 x 1.05=0.4560 Sq.m.

0.10 x 0.10=0.0100/0.9882 Sq.m. For 10 posts = 10 x 0.9882=9.88 Sq.m.

Supplying and fixing galvanised steel barbed wire (IS : 278-1962 Type I) weighing 9.38 Kg per 100 metres (min.), Straining and fixing to any type of standard, rails, straining bolts, including securing with and provision of galvanised mild steel wire, stapples or steel pins, etc., as directed (Posts and struts of wood, concrete, steel, etc.) and straining bolts shall be paid for separately).

Galvanised steel barbed wire IS type I weighing 9.38 Kg/100 metre

Labour :-

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

For fixing & stretching wireBlacksmith, 1st Class day 0.150 285.00 42.75Blacksmith, 2nd Class day 0.150 260.00 39.00Mazdoor (male). day 0.300 215.00 64.50Sundries. 33.00Add water charges @ 1 % 8.66Cost for 100 metres day line of wire 874.99Rate per m 8.75

BLD-CSTN-14 ANTE-TERMITE TREATMENT

BLD-CSTN-14-1

207

Unit = 10 sqm

1 liter : 19 Parts water Therefore: 868.55 L /20 Lit 4.100 200.00 820.00

Add 12%wastage Liters 0.41 98.40Total Quantity 4.51 918.40B) Add Water Charges @ 1% 1% 9.18C) Labour ChargesMan Mazdoor day 3.0 215.00 645.00Sprayer day 0.22 260.00 57.20D) Hire chargesSprayer, drilling machine etc 10% 162.98sundries & contingencies 3% 48.89Water charges & electricity 1.50% 24.45BASIC COST per 1 sqm 1866.10

BLD-CSTN-15 CENTERING, FORM WORK etc.

BLD-CSTN-15-1

208

UNIT 1 sqm(I) Unsupported Roof Height up to - 3.66 M (12'0")

A) MATERIAL REQUIREMENTCashewrina Balli Props - 3" to 4" dia - 12'-0" Height Nos 2.40 60.00 144.00

Wall Plate Brackets / beam bottom supports Nos 1.44 170.00 244.80

Wedge Plate fixture Nos 1.44 8.00 11.52

Providing Antitermite treatment as per IS 6315 (Part - 2) 2001 (Pre-constructional chemical treatment measures) along the internal & external vertical faces of the columns, plinth beams, basement and top surface of the basement filling below flooring bed as per the specified procedure conforming to IS 6315 (Part-2) 2001 and other relevant approved specification duly using Chlorpyriphos/ Lindane emulsifiable concentrate 20% with 1% concentration @ 7.5 Liters/ sqm of the vertical surface & @ 5.0 Liters/ sqm of the horizontal surface of the substructure to a depth of 500 mm around columns & 300 mm deep around plinth beams, basements & floor filling area including excavation channel along the wall & rodding etc & cost & conveyance of all materials to the site, cost of labour for spraying, rodding etc complete for finished item of work as per the approval of the Engineer-in-Charge

A) Chlorpyriphos/ Lindane emulsifiable concentrate of 20%

BMS-W.09

Providing traditional centering, shuttering and scaffolding using Cashewrina balli props and bracings supporting wooden brackets, wooden wall plates, wooden runners and steel plate form work as per the approved plan and other accessories as per the standard trade practice including hire charges for ballies, runners, wooden members and cost and conveyance of all other consumable accessories, taxes etc complete for finished item of work

BMC-X.05

BMC-X.07

BMC-X.08

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Runner beams of approximately 4" x 4" size RM 16.00 350.00 5600.00

Steel Plate - form work plates - sqm 1.86 1200.00 2232.48

B) LABOUR CHARGES1st Class Carpenter day 0.16 285.00 45.602nd Class Carpenter day 0.28 260.00 72.80Unskilled Mazdoor day 0.48 215.00 103.20Consumables like Rope, Nails, de-shuttering oil 1% 84.54Tape, cover plates 1% 84.54Tools like Hammers etc., 1% 84.54BASIC COST per 1 sqm 8708.03

(II) Unsupported Roof Height up to - 4.60 M (15'0")A) MATERIAL REQUIREMENTCashewrina Balli Props - 3" to 4" dia - 12'-0" Height Nos 4.32 60.00 259.20





B) LABOUR CHARGES1st Class Carpenter Nos 0.20 285.00 57.002nd Class Carpenter Nos 0.36 260.00 93.60Unskilled Mazdoor Nos 0.68 215.00 146.20Consumables like Rope, Nails, de-shuttering oil 1% 86.45Tape, cover plates 1% 86.45Tools like Hammers etc., 1% 86.45BASIC COST per 1 sqm 8904.14

(III) Unsupported Roof Height up to - 7.30 M (24'0")A) MATERIAL REQUIREMENTCashewrina Balli Props - 3" to 4" dia - 12'-0" Height Nos 5.76 60.00 345.60





B) LABOUR CHARGES1st Class Carpenter Nos 0.28 285.00 79.802nd Class Carpenter Nos 0.52 260.00 135.20Unskilled Mazdoor Nos 1.08 215.00 232.20Consumables like Rope, Nails, de-shuttering oil 1% 88.82Tape, cover plates 1% 88.82Tools like Hammers etc., 1% 88.82BASIC COST per 1 sqm 9148.05

BLD-CSTN-15-2

209

BMC-X.09

BMC-X.10

BMC-X.05

BMC-X.07

BMC-X.08

BMC-X.09

BMC-X.10

BMC-X.05

BMC-X.07

BMC-X.08

BMC-X.09

BMC-X.10

Providing rigid Steel centering, shuttering and scaffolding using steel pipes, adjustable Jack screw props, acro spans, couplers, tie rods, bracings members, supporting brackets, acro span beams and steel plate/ ply-wood form work as per the approved shuttering designs & plan and other accessories as per the IS Norms and stability calculations including hire charges for jack pipes, acro spans, runners, wooden members and cost and conveyance of all other consumable accessories, taxes etc complete for finished item of work

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.


A) MATERIAL REQUIREMENTJack Screw Adjsutable Props - 50 mm dia B Class Pipes

for vertical props placed @ 3'0" c/c in bothwaysApproximately 33'-0" x 33'-0" roof areaSpan Beams - 2.4 M Long (Acro Spans) - Approximtely

Wallers, Couplers, Foot PlatesSteel Plate Beam Bottom - form work plates - 9" wide230 mm wide plate x 80 RMBeam Sides - form work plates - 15" wide400 mm wide plate x 80 RM - both sidesSlab Bottom Plates - formwork plates 3'-0" x 4'-0" - 7 Nos3'-0" x 2'-0" - 2 Nos1'-0" x 4'-0" - 1 NosSlab Sides - 0-6" Height - 40.0 RMTotal Scaffolding Pipes & Centering Plates - Appx - Kgs 62.51 90.00 5626.26

B) LABOUR CHARGES1st Class Carpenter day 0.22 285.00 62.702nd Class Carpenter day 0.38 260.00 98.80Unskilled Mazdoor day 0.72 215.00 154.80Supervision Charges day 0.04 59.43Consumables like Rope, Nails, de-shuttering oil 1% 60.02Tape, cover plates 1% 60.02Tools like Hammers etc., 1% 60.02BASIC COST per 1 sqm 6182.05

(II) Unsupported Roof Height up to - 7.32 M (24'0")A) MATERIAL REQUIREMENT

Span Beams - 2.4 M Long (Acro Spans) - Approximtely

Wallers, Couplers, Foot PlatesSteel Plate Beam Bottom - form work plates - 9" wide230 mm wide plate x 80 RMBeam Sides - form work plates - 15" wide400 mm wide plate x 80 RM - both sidesSlab Bottom Plates - formwork plates 3'-0" x 4'-0" - 7 Nos3'-0" x 2'-0" - 2 Nos1'-0" x 4'-0" - 1 NosSlab Sides - 0-6" Height - 40.0 RMTotal Scaffolding Pipes & Centering Plates - Appx - Kgs 112.635 90.00 10137.15

B) LABOUR CHARGES1st Class Carpenter day 0.32 285.00 91.202nd Class Carpenter day 0.52 260.00 135.20Unskilled Mazdoor day 1.28 215.00 275.20Supervision Charges day 0.06 0.00Consumables like Rope, Nails, de-shuttering oil 1% 106.39Tape, cover plates 1% 106.39Tools like Hammers etc., 1% 106.39BASIC COST per 1 sqm 10957.91

Heavy Frames - 50 mm dia B Class Pipes (HD Towers)

Note : Cost of Centering charges with different centering & scaffolding materials for different structures may be calculated as per the guidelines given Below

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

TYPE OF STRUCTURE

A B CA FOOTINGS 3.88 sqm

B PEDESTALS 6.17 sqm

C PLINTH BEAMS 9.35 sqm

D LINTELS 7.94 sqm

E CHAJJAS - SUNSHADES 1.22 sqm

F COLUMNS 11.15 sqm

G BEAMS 9.35 sqm

H SLABS - Up to 150 mm thick 1.05 sqm

I SLABS - above 150 mm - Up to 300 mm thick 1.09 sqm

J SLABS - above 300 mm thick 1.14 sqm

K WAFFLE - (GRID) SLABS (Rib Beams with Slabs) 3.85 sqm

L PERGOLA SLABS (Only Rib Beams) 2.70 sqm

M ARCHE BEAMS - up to 1.5 M Span 10.63 sqm

N ARCHE BEAMS - above 1.5 M Span 10.78 sqm

O DOME SLABS 17.19 sqm

P HELICAL STAIRCASES 1.31 sqm

Therefore, Centering charges for any structure:C= A x B

BLD-CSTN-15-3

210



Nos 2.70 100.00 270.00

B) LABOUR CHARGES1st Class Carpenter day 0.04 285.00 11.402nd Class Carpenter day 0.30 260.00 78.00Unskilled Mazdoor day 0.48 215.00 103.20

CENTERING AREA

UNIT COST OF CENTERI

NG

RCC STRUCT

URE UNIT

MEASUREMENT

per 1 cum

per 1 cum

per 1 cum

per 1 cum

per 1 sqm

per 1 cum

per 1 cum

per 1 sqm

per 1 sqm

per 1 sqm

per 1 sqm

per 1 sqm

per 1 cum

per 1 cum

per 1 cum

per 1 sqm

For calculating centering charges of RCC Structures, using either cashewrina balli scaffolding or steel pipe scaffolding, the respective cost may be arrived by taking the above values.

Providing STAGE SCAFFOLD with staging using Cashewrina balli props and bracings supporting wooden brackets, wooden stage scaffold boards including hire charges for cashewrina ballies, wooden baords, scaffolds etc., and cost and conveyance of all other consumable accessories, taxes etc complete for finished item of work for PLAN AREA

Scaffold Boards - Bamboo scaffolds - Bamboos - 8'0" long

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Supervision Charges day 0.04 6.07Consumables like Rope, Nails, de-shuttering oil 1% 6.07Tape, cover plates 1% 6.07Tools like Hammers etc., 1% 87.47BASIC COST per 1 sqm - PLAN AREA 712.27

(II) Unsupported Roof Height up to - 4.60 M (15'0")A) MATERIAL REQUIREMENTCashewrina Balli Props - 3" to 4" dia - 12'-0" Height Nos 4.32 60.00 259.20

Nos 2.70 100.00 270.00

B) LABOUR CHARGES1st Class Carpenter day 0.08 285.00 22.802nd Class Carpenter day 0.38 260.00 98.80Unskilled Mazdoor day 0.68 215.00 146.20Consumables like Rope, Nails, de-shuttering oil 1% 7.97Tape, cover plates 1% 7.97Tools like Hammers etc., 1% 7.97BASIC COST per 1 sqm - PLAN AREA 820.91

(III) Unsupported Roof Height up to - 7.30 M (24'0")A) MATERIAL REQUIREMENTCashewrina Balli Props - 3" to 4" dia - 12'-0" Height Nos 5.76 60.00 345.60

Nos 2.70 100.00 270.00

B) LABOUR CHARGES1st Class Carpenter day 0.12 285.00 34.202nd Class Carpenter day 0.54 260.00 140.40Unskilled Mazdoor day 1.08 215.00 232.20Consumables like Rope, Nails, de-shuttering oil 1% 10.22Tape, cover plates 1% 10.22Tools like Hammers etc., 1% 10.22BASIC COST per 1 sqm - PLAN AREA 1053.07

BLD-CSTN-15-4

211

UNIT 1 sqm(I) Up to - 3.66 M (12'0")


Nos 0.72 100.00 72.00

B) LABOUR CHARGES1st Class Carpenter day 0.07 285.00 19.952nd Class Carpenter day 0.11 260.00 28.60Unskilled Mazdoor day 0.2 215.00 43.00Consumables like Rope, Nails, de-shuttering oil 1% 2.68Tape, cover plates 1% 2.68Tools like Hammers etc., 1% 2.68

275.99

(II) Up to - 7.32 M (24'0")A) MATERIAL REQUIREMENTCashewrina Balli Props - 3" to 4" dia - 12'-0" Height Nos 1.74 60.00 104.40

Nos 0.38 100.00 38.00

B) LABOUR CHARGES1st Class Carpenter day 0.12 285.00 34.202nd Class Carpenter day 0.22 260.00 57.20Unskilled Mazdoor day 0.36 215.00 77.40Consumables like Rope, Nails,de-shuttering oil 1% 3.11



Providing ACCESS SCAFFOLD using Cashewrina balli props and bracings supporting wooden brackets, wooden stage scaffold boards including hire charges for cashewrina ballies, wooden baords, scaffolds etc., and cost and conveyance of all other consumable accessories, taxes etc complete for finished item of work for ELEVATION AREA


BASIC COST per 1 sqm - VERTICAL ELEVATION AREA


SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.

Tape, cover plates 1% 3.11Tools like Hammers etc., 1% 3.11

320.54

BLD-CSTN-15-5

212


A) MATERIAL REQUIREMENTJack Screw Adjsutable Props - 50 mm dia B Class Pipes

for vertical props placed @ 3'0" c/c in bothwaysLock PinsLD Foot PlatesLD CouplersTotal Scaffolding Pipes - Appx - Kgs 39.26 90.00 3533.31B) LABOUR CHARGES1st Class Carpenter day 0.04 285.00 11.402nd Class Carpenter day 0.34 260.00 88.40Unskilled Mazdoor day 0.60 215.00 129.00Consumables like Rope, Nails, de-shuttering oil 1% 37.62Tape, cover plates 1% 37.62Tools like Hammers etc., 1% 37.62BASIC COST per 1 sqm - PLAN AREA 3874.98

(II) Unsupported Roof Height up to - 7.32 M (24'0")A) MATERIAL REQUIREMENT

Lock PinsLD Foot PlatesLD CouplersTotal Scaffolding Pipes - Appx - Kgs 112.635 90.00 10137.15B) LABOUR CHARGES1st Class Carpenter day 0.12 285.00 34.202nd Class Carpenter day 0.58 260.00 150.80Unskilled Mazdoor day 1.20 215.00 258.00Consumables like Rope, Nails, de-shuttering oil 1% 105.80Tape, cover plates 1% 105.80Tools like Hammers etc., 1% 105.80BASIC COST per 1 sqm - PLAN AREA 10897.55

BLD-CSTN-15-6

213

UNIT 1 sqm(I) Up to - 3.66 M (12'0")

A) MATERIAL REQUIREMENTMS Pipe Scaffold Frames - 1.20 x 1.50 MApproximately 27.3 M Long x 3.66 M HighMS Pipe Bracing structure - 1.5 x 2.25 M Scaffold BoardLock PinsLD Foot PlatesLD CouplersTotal Scaffolding Pipes - Appx - Kgs 19.7496 90.00 1777.46


Providing STAGE SCAFFOLD using Steel Scaffolding Pipe Frames made of 40 mmd ia MS Pipes and bracings with scaffold boards including hire charges for MS Pipe Frames scaffolds boards etc., and cost and conveyance of all other consumable accessories, taxes etc complete for finished item of work for PLAN AREA

Heavy Frames - 50 mm dia B Class Pipes (HD Towers)

Providing ACCESS SCAFFOLD using Steel Scaffolding Pipe Frames made of 40 mmd ia MS Pipes and bracings with scaffold boards including hire charges for MS Pipe Frames scaffolds boards etc., and cost and conveyance of all other consumable accessories, taxes etc complete for finished item of work for ELEVATION AREA

SSR 2011-12



1 2 3 4 5 6 7

Amount Rs.


1933.94

(II) Up to - 7.32 M (24'0")A) MATERIAL REQUIREMENTMS Pipe Scaffold Frames - 1.20 x 1.50 MApproximately 27.3 M Long x 3.66 M HighMS Pipe Bracing structure - 1.5 x 2.25 M Scaffold BoardLock PinsLD Foot PlatesLD CouplersTotal Scaffolding Pipes - Appx - Kgs 19.14 90.00 1722.38B) LABOUR CHARGES1st Class Carpenter day 0.12 285.00 34.202nd Class Carpenter day 0.22 260.00 57.20Unskilled Mazdoor day 0.44 215.00 94.60Consumables like Rope, Nails, de-shuttering oil 1% 19.08Tape, cover plates 1% 19.08Tools like Hammers etc., 1% 19.08

1965.64



Andhra Pradesh Standard Data As Per SSR 2011- 12 71 of 264

Andhra Pradesh Standard Data Buildings

Index-code S.No Description Unit Quantity Rate Rs. Quantity Amount Rs. Quantity Amount Rs. Quantity Rate Rs. Quantity Rate Rs. Remarks

1 2 3 4 5 6 4 5 6 4 5 6 4 5 6 4 5 6 7

DESIGN MIX CONCRETE (WEIGH BATCH at SITE)

22


ANY GRADE OF MIX M-20 M-25 M-30 M-35 M-40

Cement Kgs 350.00 5.50 1925.00 380.00 5.50 2090.00 400.00 5.50 2200.00 420.00 5.50 2310.00 430.00 5.50 2365.00

20mm HBG graded metal cum 0.80 1175.00 940.00 0.80 1175.00 940.00 0.80 1175.00 940.00 0.80 1175.00 940.00 0.80 1175.00 940.00

Sand cum 0.40 425.00 170.00 0.40 425.00 170.00 0.40 425.00 170.00 0.40 425.00 170.00 0.40 425.00 170.00

1st Class Mason day 0.133 285.00 37.91 0.133 285.00 37.91 0.133 285.00 37.91 0.133 285.00 37.91 0.133 285.00 37.91

2nd Class Mason day 0.267 260.00 69.42 0.267 260.00 69.42 0.267 260.00 69.42 0.267 260.00 69.42 0.267 260.00 69.42

Mazdoor (Both Men & Women) day 4.600 215.00 989.00 4.600 215.00 989.00 4.600 215.00 989.00 4.600 215.00 989.00 4.600 215.00 989.00

Weigh Batcher Hire charges (Machine mixing) charges h 1.333 91.00 121.30 1.333 91.00 121.30 1.333 91.00 121.30 1.333 91.00 121.30 1.333 91.00 121.30

Water (including for curing) kl 1.200 77.00 92.40 1.200 77.00 92.40 1.200 77.00 92.40 1.200 77.00 92.40 1.200 77.00 92.40

BASIC COST per 1 cum 4345.03 4510.03 4620.03 4730.03 4785.03

B


Cement Kgs 350.00 5.50 1925.00 380.00 5.50 2090.00 400.00 5.50 2200.00 420.00 5.50 2310.00 430.00 5.50 2365.00


Sand cum 0.40 425.00 170.00 0.40 425.00 170.00 0.40 425.00 170.00 0.40 425.00 170.00 0.40 425.00 170.00




Weigh Batcher Hire charges (Machine mixing) charges H 1.333 91.00 121.30 1.333 91.00 121.30 1.333 91.00 121.30 1.333 91.00 121.30 1.333 91.00 121.30



C RCC SLABS, BEAMS


Cement Kgs 350.00 5.50 1925.00 380.00 5.50 2090.00 400.00 5.50 2200.00 420.00 5.50 2310.00 430.00 5.50 2365.00


Sand cum 0.40 425.00 170.00 0.40 425.00 170.00 0.40 425.00 170.00 0.40 425.00 170.00 0.40 425.00 170.00




Weigh Batcher Hire charges (Machine mixing) charges h 0.308 91.00 28.03 0.308 91.00 28.03 0.308 91.00 28.03 0.308 91.00 28.03 0.308 91.00 28.03



Grade Kgs

M 20 350

M 25 380

M 30 400

M 35 420

M 40 430

23


Unit : 1cum

A. MATERIALS: M-20 M-25 M-30 M-35 M-40

Cement Kgs 350.00 5.50 1925.00 380.00 5.50 2090.00 400.00 5.50 2200.00 420.00 5.50 2310.00 430.00 5.50 2365.00

Coarse aggregate 20mm graded cum 0.80 1175.00 940.00 0.80 1175.00 940.00 0.80 1175.00 940.00 0.80 1175.00 940.00 0.80 1175.00 940.00

Amount Rs.

Rate Rs.

Rate Rs.

Amount Rs.

Amount Rs.

BLD-CSTN-2-14

Supply and placing of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work.


Note : Quantity of cement proposed for various design mixes is for estimating purpose only. Actual quantity of cement will be as per approved mix design. Similarly quantity for coarse and fine aggregates is for estimating purpose and the exact quantity shall be as per the mix design. Nominal mix of grades M20 is to be used with adequate supervision and quality control requirements.

For Design mix concrete, allow Cement as follows (for estimate purpose only) :

BLD-CSTN-2-15

Supply and placing of the Ready Mix (RMC) Standard Design Mix Concrete grade as per IS 4926-2003 with minimum cement content as per IS code 456-2000 using 20 mm graded metal, from standard suppliers approved by the department including pumping, laying concrete, vibrating, curing etc. complete but excluding cots of steel and its fabrication charges, centering, shuttering for finished item of work.

Andhra Pradesh Standard Data As Per SSR 2011- 12 72 of 264

Index-code S.No Description Unit Quantity Rate Rs. Quantity Amount Rs. Quantity Amount Rs. Quantity Rate Rs. Quantity Rate Rs. RemarksAmount Rs.

Rate Rs.

Rate Rs.

Amount Rs.

Amount Rs.

Fine aggregate (Sand) cum 0.40 425.00 170.00 0.40 425.00 170.00 0.40 425.00 170.00 0.40 425.00 170.00 0.40 425.00 170.00

Seigniorage charges for C.A cum 0.80 0.80 0.80 0.80 0.80

Seigniorage charges for F.A cum 0.40 0.40 0.40 0.40 0.40


B. MACHINERY

Batching plant at 20 cum per hour hour 0.222 335.40 74.46 0.222 335.40 74.46 0.222 335.40 74.46 0.222 335.40 74.46 0.222 335.40 74.46

Transit mixer 4cum capacity for lead upto 1km hour 0.222 1467.20 325.72 0.222 1467.20 325.72 0.222 1467.20 325.72 0.222 1467.20 325.72 0.222 1467.20 325.72

Concrete Pump day 0.222 630.00 139.86 0.222 630.00 139.86 0.222 630.00 139.86 0.222 630.00 139.86 0.222 630.00 139.86

C. LABOUR:

day 0.056 285.00 15.96 0.056 285.00 15.96 0.056 285.00 15.96 0.056 285.00 15.96 0.056 285.00 15.96

day 0.056 260.00 14.56 0.056 260.00 14.56 0.056 260.00 14.56 0.056 260.00 14.56 0.056 260.00 14.56

Mazdoor (unskilled) day 0.917 215.00 197.16 0.917 215.00 197.16 0.917 215.00 197.16 0.917 215.00 197.16 0.917 215.00 197.16

Grand Total 3895.11 4060.11 4170.11 4280.11 4335.11

B COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS

Unit : 1cum


Cement Kgs 350.00 5.50 1925.00 380.00 5.50 2090.00 400.00 5.50 2200.00 420.00 5.50 2310.00 430.00 5.50 2365.00






B. MACHINERY




C. LABOUR:

day 0.111 285.00 31.64 0.111 285.00 31.64 0.111 285.00 31.64 0.111 285.00 31.64 0.111 285.00 31.64

day 0.222 260.00 57.72 0.222 260.00 57.72 0.222 260.00 57.72 0.222 260.00 57.72 0.222 260.00 57.72


Grand Total 4631.37 4796.37 4906.37 5016.37 5071.37

C RCC SLABS, BEAMS

Unit : 1cum


Cement Kgs 350.00 5.50 1925.00 380.00 5.50 2090.00 400.00 5.50 2200.00 420.00 5.50 2310.00 430.00 5.50 2365.00






B. MACHINERY




C. LABOUR:

day 0.033 285.00 9.41 0.033 285.00 9.41 0.033 285.00 9.41 0.033 285.00 9.41 0.033 285.00 9.41

day 0.067 260.00 17.42 0.067 260.00 17.42 0.067 260.00 17.42 0.067 260.00 17.42 0.067 260.00 17.42


Grand Total 3570.86 3735.86 3845.86 3955.86 4010.86

Grade Kgs

M 20 350

M 25 380

M 30 400

M 35 420

M 40 430

Mason 1st class

Mason 2nd class

Note : Wherever concrete is carried out using batching plant, transit mixer, concrete pump, then Admixtures @ 0.4% of weight of cement may be added for achieving desired slump of concrete. If concentrated Admixture is proposed, only 0.04% of weight of Cement shall be used.

Mason 1st class

Mason 2nd class

Mason 1st class

Mason 2nd class

For Design mix concrete, allow Cement as follows (for estimate purpose only) :

Andhra Pradesh Standard Data Page No. 1 of 264

ANDHRA PRADESH STANDARD DATA (SSR 2011-12)

Drinking Water Supply Schemes (Public Health)

Description Unit Quantity Rate Rs. Remarks

1 2 3 4 5 6 7

Sub Analysis

Assumtion 10 m200 mm dia CI pipes 5m long (class ‘A’)Weight = 2 x 257 kgs = 514 kgs = 5.14 quintal (a) LABOUR:

day 0.102 285.00 29.07

day 0.238 260.00 61.88

Man mazdoor day 1.330 260.00 345.80(b) Cost for 10 metres 436.75Rate per metre = b/10 43.68Rate for 1 kg = b/514 0.85

1

Details of cost for 5m i 80 mm dia pipe

Weight of 5m length = (79 +85.5 + 92)/3 = 85.5 kgskgs 85.500 0.850 72.68

(b) Overheads & Contractors Profit 10.17(c) Cost for 5 metres = a+b 82.85Rate per metre = c/5 16.57

ii 100 mm dia pipe Weight of 5m length = (100+109+117)/3 = 108.67 kgs

kgs 108.670 0.850 92.37(b) Overheads & Contractors Profit 12.93(c) Cost for 5 metres = a+b 105.30Rate per metre = c/5 21.06

iii 125 mm dia pipe Weight of 5m length = (130+141+153)/3 = 141.33 kgs


iv 150mm dia pipe Weight of 5m length = (162+178+191)/3 = 177 kgs


v 200 mm dia pipe Weight of 5m length = (237+257+278)/3 = 257.33 kgs


vi 250 mm dia pipe Weight of 5m length = (319+348+376)/3 = 347.67 kgs

kgs 347.670 0.850 295.52

Index-code

Sl. No

Amount Rs.

Common Data

Lowering C.I. Pipes, A class and specials with s/s ends carefully into trench and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply. (Reference to specifications. BIS No.3114/94)

Plumber 1st class

Plumber 2nd class

PHE-LCIS-1

Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply (Ref to specifications. BIS No.3114/1994)

Note : The Labour charges for cost of Lowering & Laying per 1 kg weight shall be as per sub-analysis made for 200 mm dia CI Pipes S/s ends.

(a) Labour charges for laying








1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.


vii 300 mm dia pipeWeight of 5m length = (412+450+487)/3 = 449.67 kgs


viii 350 mm dia pipe Weight of 5m length =(519+563+610)/3=564


ix 400 mm dia pipe Weight of 5m length =(631+690+744)/3=688.33


x 450mm dia pipe s/s for 5mWeight of 5m length =(761+836+901)/3=832.67


xi 500 mm dia pipe Weight of 5m length =(892+971+1049)/3=970.67


xii 600 mm dia pipe Weight of 5m length =(1188+1296+1404)/3=1296


xiii 700mm dia pipe s/s for 5mWeight of 5m length =(1533+1675+1808)/3=1672


xiv 750 mm dia pipe Weight of 5m length =(1718+1876+2029)/3=1874.33


xv 800 mm dia pipe Weight of 5m length =(1922+2093+2263)/3=2092.67


xvi 900 mm dia pipe Weight of 5m length =(2342+2544+2766)/3=2554

kgs 2544.000 0.850 2162.40(b) Overheads & Contractors Profit 302.74(c) Cost for 5 metres = a+b 2465.14













1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

Rate per metre = c/5 493.03xvii 1000 mm dia pipe

Weight of 5m length =(2814+3072+3318)/3=3068kgs 3068.000 0.850 2607.80


2

Details of cost for 10mi 80 mm dia pipe

Weight of 1m length = 19.8+(2x3.7)/2.75 = 22.49 kgskgs 22.490 0.850 19.12

(b) Overheads & Contractors Profit 2.68Rate per metre 21.79

ii 100 mm dia pipe Weight of 1m length = 25.4+(2x4.2)/2.75 = 28.45 kgs

kgs 28.450 0.850 24.18(b) Overheads & Contractors Profit 3.39Rate per metre 27.57

iii 125 mm dia pipe Weight of 1m length = 33.1+(2x5.3)/2.75 = 36.95 kgs


iv 150mm dia pipe Weight of 1m length = 41.6+(2x6.7)/2.75 = 46.47 kgs


v 200 mm dia pipe Weight of 1m length = 60.1+(2x9.3)/2.75 = 66.86 kgs


vi 250 mm dia pipe Weight of 1m length = 81.8+(2x12)/2.75 = 90.53 kgs


vii 300 mm dia pipeWeight of 1m length = 106.1+(2x14.8)/2.75 = 116.86 kgs


viii 350 mm dia pipe Weight of 1m length = 133.5+(2x19)/2.75 = 147.32 kgs


ix 400 mm dia pipe Weight of 1m length = 162.6+(2x23.4)/2.75 = 179.62 kgs


x 450mm dia pipe


PHE-LCIF-2

Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with flanged ends carefully into trench and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply. (Reference to specifications. BIS No.3114/1994)

Note : The cost of lowering and laying is taken as per sub analysis made for S/S ends.












1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

Weight of 1m length = 197+(2x26.5)/2.75 = 216.27 kgskgs 216.270 0.850 183.83


xi 500 mm dia pipe Weight of 1m length = 229.3+(2x32.1)/2.75 = 252.65 kgs


xii 600 mm dia pipe Weight of 1m length = 306.5+(2x44)/2.75 = 338.5 kgs


xiii 700mm dia pipe s/s for 5mWeight of 1m length = 394.3+(2x59.9)/2.75 = 437.86 kgs


xiv 750 mm dia pipe Weight of 1m length = 443.8+(2x59.7)/2.75 = 494.49 kgs


2 A Sub Analysis : (Basic Data)

(Length = 500 Mts) taking out put / 500 Mts. Unit = 1 Rmt.LabourFitters (2 x 3 days)Fitters I Class day 3.000 285.00 855.00Fitters II Class day 3.000 260.00 780.00Machinery

days 3.000 1200.00 3600.00

MaterialsPressure guage Nos 0.050 960.00 48.003/4" G.I. Pipe (20 mm) RM 3.000 207.00 621.00Specials Ls 13.00Dummies No. 0.100 30.00 3.00 BMW-I.52Diesel (2 Lts. / Hr) 30 Hrs. Lts. 60.000 45.00 2700.00

8620.0017.24

3

Details of cost for 10 jointsi 80 mm dia pipe

a) Labourday 0.135 285.00 38.48

day 0.320 260.00 83.20

Man mazdoor day 1.200 260.00 312.00






PHE-LCIF-2A

OBSERVED DATA FOR TESTING OF 450 MM DIA PSC MAIN : Pumping main to Hydralic field test pressure including transportation of Water with minimum lead of 500 M

Hire chargers for Hydralic field test pressure testing including transportation of water @ Rs. 1200/- (1000+200) / day

(T) Total Rate per 500 Mts.(r) Rate per 1 Rmt for 450 mm dia(R) Rate per 1 Rmt for 10 mm dia = (10/450) x rNote : Proportionate Testing Charges may be arrived, keeping the diametre of pipe based on this analysis, for an varities of pipes for various Dia Pipes.

PHE-JCIS-3

Jointing CI /DI pipes & fittings with s/s ends including cost of pig lead, hemp yarn and sundries such as cost of fuel for melting lead, filling with water with lead up to 500m and testing to required pressure complete. (Reference to specifications. BIS No.3114/94/12288:1997)

Plumber 1st class

Plumber 2nd class



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

b) Material Fuel wood q 0.190 225.00 42.75Kerosene litre 0.330 225.00 74.25Spun yarn kg 1.000 95.00 95.00Pig lead kg 20.000 240.00 4800.00c) Testing

rm 50.000 17.24 862.00

(d) Total = a+b+c 6307.6863.08

(f) Total = d+e 6370.75(g) Overheads & Contractors Profit 891.91(h) Cost for 10 joints (f+g) 7262.66Rate per joint =h/10 726.27

ii 100 mm dia pipea) Labour

day 0.220 285.00 62.70

day 0.530 260.00 137.80

Man mazdoor day 1.500 260.00 390.00b) Material Fuel wood q 0.250 225.00 56.25Kerosene litre 0.330 225.00 74.25Spun yarn kg 1.800 95.00 171.00Pig lead kg 24.000 240.00 5760.00c) Testing

rm 50.000 17.24 862.00

(d) Total = a+b+c 7514.0075.14


iii 125 mm dia pipea) Labour

day 0.220 285.00 62.70

day 0.530 260.00 137.80


rm 50.000 17.24 862.00

(d) Total = a+b+c 8603.2586.03

(f) Total = d+e 8689.28

Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment and Materials needed for testing (as per Sub Analysis 2 A)

(e) Add for water charges @ 1%on Labour & Testing Charges

Plumber 1st class

Plumber 2nd class

Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment and Materials needed for testing (as per Sub Analysis 2 A)

(e) Add for water charges @ 1% on Labour & Testing Charges

Plumber 1st class

Plumber 2nd class

Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment, labour and Materials needed for testing (as per Sub Analysis 2 A)




1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

(g) Overheads & Contractors Profit 1216.50(h) Cost for 10 joints (f+g) 9905.78Rate per joint =h/10 990.58

iv 150 mm dia pipea) Labour

day 0.270 285.00 76.95

day 0.630 260.00 163.80


rm 50.000 17.24 862.00

(d) Total = a+b+c 10627.25106.27


v 200 mm dia pipea) Labour

day 0.270 285.00 76.95

day 0.630 260.00 163.80


rm 50.000 17.24 862.00

(d) Total = a+b+c 15072.85150.73


vi 250 mm dia pipea) Labour

day 0.280 285.00 79.80

day 0.650 260.00 169.00


Plumber 1st class

Plumber 2nd class



Plumber 1st class

Plumber 2nd class



Plumber 1st class

Plumber 2nd class



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

rm 50.000 17.24 862.00

(d) Total = a+b+c 18154.05181.54


vii 300 mm dia pipea) Labour

day 0.360 285.00 102.60

day 0.840 260.00 218.40


rm 50.000 17.24 862.00

(d) Total = a+b+c 20857.75208.58


viii 350 mm dia pipea) Labour

day 0.400 285.00 114.00

day 0.950 260.00 247.00


rm 50.000 17.24 862.00

(d) Total = a+b+c 24569.75245.70


ix 400 mm dia pipea) Labour

day 0.310 285.00 88.35



Plumber 1st class

Plumber 2nd class



Plumber 1st class

Plumber 2nd class



Plumber 1st class



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

day 0.740 260.00 192.40


rm 50.000 17.24 862.00

(d) Total = a+b+c 28274.75282.75


x 450 mm dia pipea) Labour

day 0.540 285.00 153.90

day 1.260 260.00 327.60


rm 50.000 17.24 862.00

(d) Total = a+b+c 39692.00396.92


xi 500 mm dia pipea) Labour

day 0.580 285.00 165.30

day 1.370 260.00 356.20


rm 50.000 17.24 862.00

(d) Total = a+b+c 42241.00

Plumber 2nd class



Plumber 1st class

Plumber 2nd class



Plumber 1st class

Plumber 2nd class




1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

422.41


xii 600 mm dia pipea) Labour

day 0.680 285.00 193.80

day 1.570 260.00 408.20


rm 50.000 17.24 862.00

(d) Total = a+b+c 53533.50535.34


xiii 700 mm dia pipea) Labour

day 0.770 285.00 219.45

day 1.780 260.00 462.80


rm 50.000 17.24 862.00

(d) Total = a+b+c 62477.25624.77


xiv 750 mm dia pipea) Labour

day 0.770 285.00 219.45

day 1.780 260.00 462.80

Man mazdoor day 3.300 260.00 858.00b) Material Fuel wood q 2.400 225.00 540.00Kerosene litre 3.500 225.00 787.50Spun yarn kg 14.500 95.00 1377.50


Plumber 1st class

Plumber 2nd class



Plumber 1st class

Plumber 2nd class



Plumber 1st class

Plumber 2nd class



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

Pig lead kg 270.000 240.00 64800.00c) Testing

rm 50.000 17.24 862.00

(d) Total = a+b+c 69907.25699.07


xv 800 mm dia pipea) Labour

day 0.770 285.00 219.45

day 1.780 260.00 462.80


rm 50.000 17.24 862.00

(d) Total = a+b+c 83147.25831.47


4

Details of cost for 10 Jointsi 80 mm dia pipe

a) Labourday 0.300 260.00 78.00

Man mazdoor day 0.800 260.00 208.00b) Material Rubber gasket each -c) Testing

rm 50.000 17.24 862.00

(d) Total = a+b+c 1148.00(e) Add for water charges @ 1% on Labour & Testing Charges 11.48

(f) Total = d+e+f 1159.48(g) Overheads & Contractors Profit 162.33



Plumber 1st class

Plumber 2nd class

Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment and Labour, Materials needed for testing (as per Sub Analysis 2 A)

(e) Add for water charges @ 1% on Labour & Testing Charges

PHE-JCIR-4

Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), excluding the cost of the gasket but including all sundries filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987

Note : Rubber Gaskets shall be added seperately.

Plumber 2nd class




1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

(h) Cost for 10 joints (f+g) 1321.81Rate per joint = h/10 132.18

ii 100 mm dia pipe a) Labour

day 0.500 260.00 130.00

Man mazdoor day 1.000 260.00 260.00b) Material Rubber gasket eachc) Testing

rm 50.000 17.24 862.00


(f) Total = d+e+f 1264.52(g) Overheads & Contractors Profit 177.03(h) Cost for 10 joints (f+g) 1441.55Rate per joint = h/10 144.16

iii 125 mm dia pipe a) Labour

day 0.500 260.00 130.00


rm 50.000 17.24 862.00



iv 150 mm dia pipe a) Labour

day 0.600 260.00 156.00


rm 50.000 17.24 862.00



v 200 mm dia pipe a) Labour

Plumber 2nd class


Plumber 2nd class


Plumber 2nd class




1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

day 0.600 260.00 156.00


rm 50.000 17.24 862.00



vi 250 mm dia pipe a) Labour

day 0.620 260.00 161.20


rm 50.000 17.24 862.00



vii 300 mm dia pipe a) Labour

day 0.800 260.00 208.00


rm 50.000 17.24 862.00



viii 350 mm dia pipe a) Labour

day 0.900 260.00 234.00

Man mazdoor day 1.500 260.00 390.00b) Material Rubber gasket each

Plumber 2nd class


Plumber 2nd class


Plumber 2nd class


Plumber 2nd class



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

c) Testingrm 50.000 17.24 862.00




day 1.000 260.00 260.00


rm 50.000 17.24 862.00



ix 450 mm dia pipe a) Labour

day 1.200 260.00 312.00


rm 50.000 17.24 862.00



x 500 mm dia pipe a) Labour

day 1.300 260.00 338.00



Plumber 2nd class


Plumber 2nd class


Plumber 2nd class



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

rm 50.000 17.24 862.00



xi 600 mm dia pipe a) Labour

day 1.500 260.00 390.00


rm 50.000 17.24 862.00



xii 650 mm dia pipe a) Labour

day 1.600 260.00 416.00


rm 50.000 17.24 862.00



xiii 700 mm dia pipe a) Labour

day 1.700 260.00 442.00



Plumber 2nd class


Plumber 2nd class


Plumber 2nd class



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

rm 50.000 17.24 862.00



xix 750 mm dia pipe a) Labour

day 1.700 260.00 442.00


rm 50.000 17.24 862.00



xx 800 mm dia pipe a) Labour

day 2.350 260.00 611.00

day 4.700 260.00 1222.00

Foreman (work inspector) Non technical day 0.650 260.00 169.00b) Material Rubber gasket eachc) Testing

rm 50.000 17.24 862.00



xxi 900 mm dia pipe a) Labour

day 2.750 260.00 715.00

day 5.500 260.00 1430.00



Plumber 2nd class


Plumber 1st class

Plumber 2nd class


Plumber 1st class

Plumber 2nd class



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

rm 50.000 17.24 862.00



xxii 1000 mm dia pipe

a) Labourday 3.000 260.00 780.00

day 6.000 260.00 1560.00


rm 50.000 17.24 862.00



5

Details of cost for 10 jointsi 80 mm dia pipe

a) Labourday 0.090 285.00 25.65

day 0.210 260.00 54.60

Man mazdoor day 0.800 260.00 208.00b) Material Bolts and nuts 16mm dia 60mm long kg 6.800 93.00 632.40Rubber insertion 5mm thick kg 2.125 77.00 163.63White lead -c) Testing

rm 27.500 17.24 474.10




Plumber 1st class

Plumber 2nd class


PHE-JCIF-5

Jointing CI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete. (Reference to specifications. BIS No.3114/1994.)

Plumber 1st class

Plumber 2nd class




1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

ii 100 mm dia pipe a) Labour

day 0.150 285.00 42.75

day 0.350 260.00 91.00

Man mazdoor day 1.000 260.00 260.00b) Material Bolts and nuts 16mm dia 60mm long kg 13.600 93.00 1264.80Rubber insertion 5mm thick kg 2.540 77.00 195.58White leadc) Testing

rm 27.500 17.24 474.10



iii 125 mm dia pipe a) Labour

day 0.150 285.00 42.75

day 0.350 260.00 91.00


rm 27.500 17.24 474.10



iv 150 mm dia pipe a) Labour

day 0.180 285.00 51.30

day 0.420 260.00 109.20


rm 27.500 17.24 474.10

(d) Total = a+b+c 3483.70

Plumber 1st class

Plumber 2nd class


Plumber 1st class

Plumber 2nd class


Plumber 1st class

Plumber 2nd class




1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

(e) Add for water charges @ 1% on Labour & Testing Charges 34.84


v 200 mm dia pipe a) Labour

day 0.180 285.00 51.30

day 0.420 260.00 109.20


rm 27.500 17.24 474.10



vi 250 mm dia pipe a) Labour

day 0.200 285.00 57.00

day 0.420 260.00 109.20


rm 27.500 17.24 474.10



vii 300 mm dia pipe a) Labour

day 0.240 285.00 68.40

day 0.560 260.00 145.60


Plumber 1st class

Plumber 2nd class


Plumber 1st class

Plumber 2nd class


Plumber 1st class

Plumber 2nd class



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

rm 27.500 17.24 474.10




day 0.300 285.00 85.50

day 0.600 260.00 156.00


rm 27.500 17.24 474.10



ix 400 mm dia pipe a) Labour

day 0.300 285.00 85.50

day 0.700 260.00 182.00


rm 27.500 17.24 474.10



x 450 mm dia pipe a) Labour

day 0.360 285.00 102.60

day 0.840 260.00 218.40

Man mazdoor day 1.700 260.00 442.00


Plumber 1st class

Plumber 2nd class


Plumber 1st class

Plumber 2nd class


Plumber 1st class

Plumber 2nd class



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

b) Material Bolts and nuts 24mm dia 85mm long kg 123.000 93.00 11439.00Rubber insertion 8mm thick kg 22.660 77.00 1744.82White leadc) Testing

rm 27.500 17.24 474.10



xi 500 mm dia pipe a) Labour

day 0.390 285.00 111.15

day 0.910 260.00 236.60


rm 27.500 17.24 474.10



xii 600 mm dia pipe a) Labour

day 0.450 285.00 128.25

day 1.050 260.00 273.00


rm 27.500 17.24 474.10




Plumber 1st class

Plumber 2nd class


Plumber 1st class

Plumber 2nd class




1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

xiii 700 mm dia pipe a) Labour

day 0.510 285.00 145.35

day 1.190 260.00 309.40


rm 27.500 17.24 474.10



xiv 750 mm dia pipe a) Labour

day 0.510 285.00 145.35

day 1.190 260.00 309.40


rm 27.500 17.24 474.10



6

Unit= 1 rmtTaking out put 100 rmt

i 80 mm dia a) Labour

day 0.780 285.00 222.30

day 1.800 260.00 468.00

Man mazdoor day 5.000 260.00 1300.00Woman mazdoor(water carrier) day 1.300 215.00 279.50b) Material Rubber rings conforming BIS 5382/1985 each 50.000 20.00 1000.00c) Testing

Plumber 1st class

Plumber 2nd class


Plumber 1st class

Plumber 2nd class


PHE-LRCS-6

Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985

Mason 1st class

Mason 2nd class



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

rm 100.000 17.24 1724.00


(f) Total = d+e 5043.74(g) Overheads & Contractors Profit 706.12(h) Cost for 100 rmt (f+g) 5749.86Rate per rmt = h/100 57.50

ii 100 mm dia a) Labour

day 0.960 285.00 273.60

day 2.240 260.00 582.40


rm 100.000 17.24 1724.00



iii 150 mm dia a) Labour

day 1.170 285.00 333.45

day 2.730 260.00 709.80


rm 100.000 17.24 1724.00



iv 200 mm dia a) Labour

day 1.170 285.00 333.45

day 2.730 260.00 709.80

Man mazdoor day 7.800 260.00 2028.00Woman mazdoor(water carrier) day 1.600 215.00 344.00b) Material


Mason 1st class

Mason 2nd class


Mason 1st class

Mason 2nd class


Mason 1st class

Mason 2nd class

C1002

rammohan:

C1018

rammohan:

C1034

rammohan:



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

Rubber rings conforming BIS 5382/1985 each 50.000 50.00 2500.00c) Testing

rm 100.000 17.24 1724.00



v 225 mm dia a) Labour

day 1.620 285.00 461.70

day 3.780 260.00 982.80


rm 100.000 17.24 1724.00



vi 250 mm dia a) Labour

day 1.620 285.00 461.70

day 3.780 260.00 982.80


rm 100.000 17.24 1724.00



vii 300 mm dia a) Labour

day 1.750 285.00 498.75

day 4.140 260.00 1076.40

Man mazdoor day 11.600 260.00 3016.00


Mason 1st class

Mason 2nd class


Mason 1st class

Mason 2nd class


Mason 1st class

Mason 2nd class

C1050

rammohan:

C1066

rammohan:

C1082

rammohan:



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

Woman mazdoor(water carrier) day 2.300 215.00 494.50b) Material Rubber rings conforming BIS 5382/1985 each 40.000 76.00 3040.00c) Testing

rm 100.000 17.24 1724.00



viii 350 mm dia a) Labour

day 1.900 285.00 541.50

day 4.500 260.00 1170.00


rm 100.000 17.24 1724.00



ix 400 mm dia a) Labour

day 2.100 285.00 598.50

day 4.900 260.00 1274.00


rm 100.000 17.24 1724.00



x 450 mm dia a) Labour

day 2.250 285.00 641.25


Mason 1st class

Mason 2nd class


Mason 1st class

Mason 2nd class


Mason 1st class

C1098

rammohan:

C1114

rammohan:

C1130

rammohan:



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

day 5.250 260.00 1365.00


rm 100.000 17.24 1724.00



xi 500 mm dia a) Labour

day 2.430 285.00 692.55

day 5.670 260.00 1474.20


rm 100.000 17.24 1724.00



xii 600 mm dia a) Labour

day 2.750 285.00 783.75

day 6.450 260.00 1677.00


rm 100.000 17.24 1724.00



Mason 2nd class


Mason 1st class

Mason 2nd class


Mason 1st class

Mason 2nd class


C1146

rammohan:

C1162

rammohan:

C1178

rammohan:



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

7

Details of cost for 10m i

a) LabourPlumber 2nd class day 0.060 260.00 15.60Man mazdoor day 0.160 260.00 41.60E.W.Excavation & refilling 10x0.50x0.50=2.50cum cum 2.500 65.77 164.42b) Material G.I. pipes m 10.000 131.00 1310.00 BMW-F.79white lead, hemp yarn, oil etc. L.S. 72.00 72.00

Nil(d) Total = a+b+c 1603.63(e) Add for water charges @ 1% on Labour & Testing Charges 16.04


iia) LabourPlumber 2nd class day 0.060 260.00 15.60Man mazdoor day 0.160 260.00 41.60E.W.Excavation & refilling 10x0.50x0.50=2.50cum cum 2.500 65.77 164.42b) Material G.I. pipes m 10.000 146.00 1460.00 BMW-F.81white lead, hemp yarn, oil etc. L.S. 72.00 72.00



iiia) LabourPlumber 2nd class day 0.120 260.00 31.20Man mazdoor day 0.250 260.00 65.00E.W.Excavation & refilling 10x0.50x0.50=2.50cum cum 2.500 65.77 164.42b) Material G.I. pipes m 10.000 191.00 1910.00 BMW-F.83white lead, hemp yarn, oil etc. L.S. 72.00 72.00



iva) LabourPlumber 2nd class day 0.120 260.00 31.20Man mazdoor day 0.250 260.00 65.00

PHE-LJGI-7

Lowering and Jointing G.I. pipes and specials / fittings including excavation of trench of 0.5m width and 0.50 m depth in all soils except rock requiring blasting and refilling trenches after laying and jointing pipes and also including cost of jointing materials but excluding the cost of pipes. Reference to specifications. BIS No.783/85

15mm dia nominal bore

c) Machinery


c) Machinery


c) Machinery


C1196

rammohan:

C1212

rammohan:

C1228

rammohan:



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

E.W.Excavation & refilling 10x0.50x0.50=2.50cum cum 2.500 65.77 164.42b) Material G.I. pipes m 10.000 269.00 2690.00 BMW-F.85white lead, hemp yarn, oil etc. L.S. 72.00 72.00



va) LabourPlumber 2nd class day 0.160 260.00 41.60Man mazdoor day 0.330 260.00 85.80E.W.Excavation & refilling 10x0.50x0.50=2.50cum cum 2.500 65.77 164.42b) Material G.I. pipes m 10.000 301.00 3010.00 BMW-F.87white lead, hemp yarn, oil etc. L.S. 72.00 72.00



via) LabourPlumber 2nd class day 0.160 260.00 41.60Man mazdoor day 0.330 260.00 85.80E.W.Excavation & refilling 10x0.50x0.50=2.50cum cum 2.500 65.77 164.42b) Material G.I. pipes m 10.000 324.00 3240.00 BMW-F.89white lead, hemp yarn, oil etc. L.S. 72.00 72.00



viia) LabourPlumber 2nd class day 0.250 260.00 65.00Man mazdoor day 0.660 260.00 171.60E.W.Excavation & refilling 10x0.50x0.50=2.50cum cum 2.500 65.77 164.42b) Material G.I. pipes m 10.000 575.00 5750.00 BMW-F.91white lead, hemp yarn, oil etc. L.S. 72.00 72.00


(f) Total = d+e 6285.26(g) Overheads & Contractors Profit 879.94

c) Machinery


c) Machinery


c) Machinery


c) Machinery

C1244

rammohan:

C1260

rammohan:

C1276

rammohan:



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

(h) Cost for 100 rmt (f+g) 7165.19Rate per rmt = h/100 716.52

viiia) LabourPlumber 2nd class day 0.250 260.00 65.00Man mazdoor day 0.660 260.00 171.60E.W.Excavation & refilling 10x0.50x0.50=2.50cum cum 2.500 65.77 164.42b) Material G.I. pipes m 10.000 605.00 6050.00white lead, hemp yarn, oil etc. L.S. 72.00 72.00



ix 100mm dia nominal borea) LabourPlumber 2nd class day 0.370 260.00 96.20Man mazdoor day 0.970 260.00 252.20E.W.Excavation & refilling 10x0.50x0.50=2.50cum cum 2.500 65.77 164.42b) Material G.I. pipes m 10.000 640.00 6400.00white lead, hemp yarn, oil etc. L.S. 72.00 72.00



x 150mm dia nominal borea) LabourPlumber 2nd class day 0.580 260.00 150.80Man mazdoor day 1.540 260.00 400.40E.W.Excavation & refilling 10x0.50x0.50=2.50cum cum 2.500 65.77 164.42b) Material G.I. pipes m 10.000 690.00 6900.00white lead, hemp yarn, oil etc. L.S. 72.00 72.00



9

Details of cost for 1rmt

A Class 10 & 15 pipes :i 80 mm dia pipe


c) Machinery

c) Machinery

c) Machinery

PHE-LACP-9

Lowering and laying AC pressure pipes (class 5 & 10) in ready made trenches true to alignment and gradient including all sundries but excluding conveyance from source of supply. Reference to specifications BIS 6530/72

Note : The Coat of lowring, laying is taken for 1 kg weight as per sub-analysis made for CI SS ends.

C1292

rammohan:

C1308

rammohan:

C1324

rammohan:

C1340

rammohan:



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

Weight of 1m length = (6.225+6.225)/2 = 6.225 kgskgs 6.225 0.850 5.29


ii 100 mm dia pipe Weight of 1m length = (7.8+8.18)/2 = 7.99 kgs


iii 125 mm dia pipe Weight of 1m length = (9.8+10.725)/2 = 10.262 kgs


iv 150 mm dia pipe Weight of 1m length = (12.15+15.18)/2 = 13.665 kgs


v 200 mm dia pipe Weight of 1m length = (19.1+25.3)/2 = 22.2 kgs


vi 250 mm dia pipe Weight of 1m length = (24.9+32)/2 = 28.450 kgs


vii 300 mm dia pipe Weight of 1m length = (32.2+44.925)/2 =38.562 kgs


viii 350 mm dia pipe Weight of 1m length = (13.6+54.875)/2 = 47.237 kgs


ix 400 mm dia pipe Weight of 1m length = (49.125+71.425)/2 =60.275 kgs


x 450 mm dia pipe Weight of 1m length = (59.225+84.025)/2 = 71.625 kgs


xi 500 mm dia pipe Weight of 1m length = (73.2+104.25)/2 = 88.725 kgs


xii 600 mm dia pipe Weight of 1m length = (102.5+148.025)/2 = 125.262 kgs


B Class 20 & 25 pipes :i 80 mm dia pipe

Weight of 1m length = (6.23+8.525)/2 = 7.378 kgs















1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.


ii 100 mm dia pipe Weight of 1m length = (10.35+12.825)/2 =11.587 kgs


iii 125 mm dia pipe Weight of 1m length = (13.35+16.825)/2 = 15.087 kgs


iv 150 mm dia pipe Weight of 1m length = (18.9+23.65)/2 = 21.275 kgs


v 200 mm dia pipe Weight of 1m length = (32.1+40.75)/2 = 36.425 kgs


vi 250 mm dia pipe Weight of 1m length = (41.175+51.65)/2 = 46.412 kgs


vii 300 mm dia pipe Weight of 1m length = (58.1+74.05)/2 = 66.075 kgs


viii 350 mm dia pipe Weight of 1m length = (71.275+81.55)/2 = 76.412 kgs


ix 400 mm dia pipe Weight of 1m length = (93.05+115.4)/2 = 104.225 kgs


x 450 mm dia pipe Weight of 1m length = (111.275+139.45)/2 = 125.36 kgs


xi 500 mm dia pipe Weight of 1m length = (136.325+171.275)/2 = 153.8 kgs


xii 600 mm dia pipe Weight of 1m length = (192.925+245.9)/2 = 219.412 kgs
















1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

10

Detail of cost for 10 jointsSub Analysis : For Machinery used for testing

(Length = 500 Mts) taking out put / 500 Mts. Unit = 1 Rmt.Machinery

days 3 1200.00 3600.00

MaterialsPressure guage Nos 0.05 960.00 48.003/4" G.I. Pipe Mts 3 207.00 621.00Specials Ls 13.00Dummies No. 0.1 30.00 3.00 BMW-I.52Diesel (2 Lts. / Hr) 30 Hrs. Lts. 60 45.00 2700.00

6985.0013.97

i 80 mm dia meter pipe(a) Labour

day 0.180 285.00 51.30

day 0.420 260.00 109.20

Man mazdoor day 1.600 260.00 416.00Total

rm 40.000 13.97 558.80

(c) Add for water charges @ 1% on Labour & Testing Charges 11.35

(d) Total = a+b+c 1146.65(e) Overheads & Contractors Profit 160.53(f) Cost for 10 joints = d+e 1307.18Rate per each joint = f/10 130.72

ii 100 mm dia meter pipe(a) Labour

day 0.300 285.00 85.50

day 0.700 260.00 182.00


rm 40.000 13.97 558.80



iii 125 mm dia meter pipe

PHE-JACP-10

Jointing A.C. pressure pipes with A.C. coupling or C.I. detachable joints complete with rubber rings including filling with water, with a water lead up to 500m and testing to required pressure etc., complete but excluding cost of jointing materials and conveyance of pipe from source of supply. Reference to specifications BIS No.6530/72 (Labour Charges Only)

OBSERVED DATA FOR TESTING OF 450 MM DIA PSC MAIN : Pumping main to Hydralic field test pressure including transportation of Water with minimum lead of 500 M

Hire chargers for Hydralic field test pressure testing including transportation of water @ Rs. 1200/- (1000+200) / day

(T) Total Rate per 500 Mts.(r) Rate per 1 Rmt for 450 mm dia(R) Rate per 1 Rmt for 10 mm dia = (10/450) x r

Plumber 1st class

Plumber 2nd class

(b) Machinery for Testing of Pipelines with required pressure as per relevant IS Specification including hire charges of testing equipment, labour and transportation of water upto 500 M lead Materials needed for testing (as per Sub Analysis 11 A)

Plumber 1st class

Plumber 2nd class




1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

(a) Labourday 0.300 285.00 85.50

day 0.700 260.00 182.00


rm 40.000 13.97 558.80



iv 150 mm dia meter pipe(a) Labour

day 0.360 285.00 102.60

day 0.840 260.00 218.40


rm 40.000 13.97 558.80



v 200 mm dia meter pipe(a) Labour

day 0.360 285.00 102.60

day 0.840 260.00 218.40


rm 40.000 13.97 558.80



vi 250 mm dia meter pipe(a) Labour

day 0.480 285.00 136.80

day 1.120 260.00 291.20


rm 40.000 13.97 558.80

Plumber 1st class

Plumber 2nd class


Plumber 1st class

Plumber 2nd class


Plumber 1st class

Plumber 2nd class


Plumber 1st class

Plumber 2nd class




1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.



vii 300 mm dia meter pipe(a) Labour

day 0.480 285.00 136.80

day 1.120 260.00 291.20


rm 40.000 13.97 558.80



viii 350 mm dia meter pipe(a) Labour

day 0.600 285.00 171.00

day 1.400 260.00 364.00


rm 40.000 13.97 558.80



ix 400 mm dia meter pipe(a) Labour

day 0.600 285.00 171.00

day 1.400 260.00 364.00


rm 40.000 13.97 558.80



x 450 mm dia meter pipe(a) Labour

day 0.720 285.00 205.20

day 1.680 260.00 436.80

Plumber 1st class

Plumber 2nd class


Plumber 1st class

Plumber 2nd class


Plumber 1st class

Plumber 2nd class

(b) Machinery for Testing of Pipelines with required pressure as per relevant IS Specification including hire charges of testing equipment and transportation of water upto 500 M lead Materials needed for testing (as per Sub Analysis 11 A)

Plumber 1st class

Plumber 2nd class



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.


rm 40.000 13.97 558.80



xi 500 mm dia meter pipe(a) Labour

day 0.720 285.00 205.20

day 1.680 260.00 436.80


rm 40.000 13.97 558.80



xii 600 mm dia meter pipe(a) Labour

day 0.840 285.00 239.40

day 1.960 260.00 509.60


rm 40.000 13.97 558.80



11

Sub Analysis for 160 mm Dia :Taking output : Length - 500 m ; Joints - 83 Nos(a) LabourFor lowering / sub surface transportMazdoor day 7.000 260.000 1820.00JointingFitter day 2.000 285.000 570.00


Plumber 1st class

Plumber 2nd class


Plumber 1st class

Plumber 2nd class


PHE-LJUP-11

Lowering, laying, jointing and testing to hydralic test pressure including cost of water with minimum water lead of 500m for UPVC pressure pipes in ready made trenches true to alignment and gradient including all sundries but excluding cost & conveyance of pipes from source of supply and jointing materials as per BIS No. 7634 - Part III - 1975



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

Mazdoor day 4.000 260.000 1040.00Testing

rm 500.000 13.97 6985.00

Total 10415.00(b) MaterialAdd for Water charges at 1% on Labour & Testing Lt 104.15(c) Overheads & Contractors Profit 1472.68(d) Total (a+b+c) 11991.83Rate per RM =d/500 23.98Rate per 10 mm / 1rm

A All Classes pipes :i 63 mm dia pipe

Weight of 1m length = (0.468+0.666+1.01)/3 =0.715 kgsrm 6.300 23.98 151.10

(b) Overheads & Contractors Profit 21.15Rate per metre a+b 172.25

ii 75 mm dia pipe Weight of 1m length = (0.655+0.923+1.439)/3 =1.005 kgs

rm 7.500 23.98 179.88(b) Overheads & Contractors Profit 25.18Rate per metre a+b 205.06

iii 90 mm dia pipe Weight of 1m length = (0.924+1.321+2.032)/3 =1.426 kgs


iv 110 mm dia pipe Weight of 1m length = (1.323+1.902+3.062)/3 =2.096 kgs


v 125 mm dia pipe Weight of 1m length = (1.722+2.511+3.929)/3 =2.72 kgs


vi 140 mm dia pipe Weight of 1m length = (2.144+3.116+4.905)/3 =3.388 kgs


vii 160 mm dia pipe Weight of 1m length = (2.799+4.012+6.414)/3 =4.408 kgs


viii 180 mm dia pipe Weight of 1m length = (3.581+5.134+8.092)/3 =5.602 kgs


ix 200 mm dia pipe Weight of 1m length = (4.331+6.351+10.001)/3 =6.894 kgs


x 225 mm dia pipe Weight of 1m length = (5.511+7.975+12.675)/3 =8.72 kgs

Testing of Pipelines with required pressure as per relevant IS Specification including filling with water with a water lead upto 500 M, including hire charges of testing equipment and labour, Materials needed for testing (as per Sub Analysis 2 A)

(a) Labour charges for laying, jointing & testing











1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.


xi 250 mm dia pipe Weight of 1m length = (6.674+9.886+15.666)/3 =10.742 kgs


xii 280 mm dia pipe Weight of 1m length = (8.453+12.404+19.616)/3 =13.491 kgs


xiii 315 mm dia pipe Weight of 1m length = (10.682+15.723+24.732)/3 =17.046 kgs


12

i 63 mm DiaTaking output : Length - 480 m ; Joints - 40 Nos(a) LabourFor lowering / sub surface transportMazdoor day 4.000 260.000 1040.00JointingFitter day 1.000 285.000 285.00Mazdoor day 2.000 260.000 520.00TestingFitter day 1.000 285.000 285.00Mazdoor day 2.000 260.000 520.00Supervisor day 1.000 260.000 260.00Total(b) Machinery

day 1.000 14880.000 14880.00

(c) MaterialKerosene Lt 4.000 225.000 900.00Diesel Lt 8.000 225.00 1800.00Water for Testing Lt 77.00Transport day 1.000 63.000 63.00Overheads & Contractors Profit 2888.20(d) Total (a+b+c) 23518.20Rate per RM =d/480 49.00

ii 75 mm DiaTaking output : Length - 456 m ; Joints - 38 Nos(a) LabourFor lowering / sub surface transportMazdoor day 4.000 260.000 1040.00JointingFitter day 1.000 285.000 285.00Mazdoor day 2.000 260.000 520.00TestingFitter day 1.000 285.000 285.00





PHE-LJHE-12

Laying and jointing of HDPE pipes by butt fusion welding as per IS:7634 – part-II/1975 as amended from time to time to the alignment and gradient and testing the pipeline to the required pressure.

Note : Specialized labour is needed for execution of laying & jointing for HDPE Pipes with buttfusion welding technique as per IS Specification.

Hirecharges of Generator Set & Hydraulic Testing Equipment 35kva



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

Mazdoor day 2.000 260.000 520.00Supervisor day 1.000 260.000 260.00Total(b) MachineryHire charges of Generator Set & Hydraulic testing equipment day 1.000 14880.000 14880.00


iii 90 mm DiaTaking output : Length - 432 m ; Joints - 36 Nos(a) LabourFor lowering / sub surface transportMazdoor day 5.000 260.000 1300.00JointingFitter day 1.000 285.000 285.00Mazdoor day 2.000 260.000 520.00TestingFitter day 1.000 285.000 285.00Mazdoor day 2.000 260.000 520.00Supervisor day 1.000 260.000 260.00Total(b) MachineryHire charges of Generator Set & Hydraulic testing equipment day 1.000 14880.000 14880.00


iv 110 mm DiaTaking output : Length - 384 m ; Joints - 32 Nos(a) LabourFor lowering / sub surface transportMazdoor day 6.000 260.000 1560.00JointingFitter day 1.000 285.000 285.00Mazdoor day 2.000 260.000 520.00TestingFitter day 1.000 285.000 285.00Mazdoor day 2.000 260.000 520.00Supervisor day 1.000 260.000 260.00Total(b) MachineryHirecharges of Generator Set & Hydraulic Testing Equipment day 1.000 14880.000 14880.00




1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

v 125 mm DiaTaking output : Length - 348 m ; Joints - 29 Nos(a) LabourFor lowering / sub surface transportMazdoor day 7.000 260.000 1820.00JointingFitter day 2.000 285.000 570.00Mazdoor day 3.000 260.000 780.00TestingFitter day 1.000 285.000 285.00Mazdoor day 2.000 260.000 520.00Supervisor day 1.000 260.000 260.00Total(b) MachineryHire charges of Generator Set & Hydraulic testing equipment day 1.000 14880.000 14880.00


vi 140 mm DiaTaking output : Length - 300 m ; Joints - 25 Nos(a) LabourFor lowering / sub surface transportMazdoor day 7.000 260.000 1820.00JointingFitter day 2.000 285.000 570.00Mazdoor day 3.000 260.000 780.00TestingFitter day 1.000 285.000 285.00Mazdoor day 2.000 260.000 520.00Supervisor day 1.000 260.000 260.00Total(b) MachineryHire charges of Generator Set & Hydraulic testing equipment day 1.000 14880.000 14880.00


vii 160 mm DiaTaking output : Length - 303 m ; Joints - 25 Nos(a) LabourFor lowering / sub surface transportMazdoor day 7.000 260.000 1820.00JointingFitter day 2.000 285.000 570.00Mazdoor day 4.000 260.000 1040.00TestingFitter day 1.000 285.000 285.00Mazdoor day 2.000 260.000 520.00Supervisor day 1.000 260.000 260.00Total(b) Machinery



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

Hire charges of Generator Set & Hydraulic testing equipment day 1.000 14880.000 14880.00


viii 180 mm DiaTaking output : Length - 240 m ; Joints - 20 Nos(a) LabourFor lowering / sub surface transportMazdoor day 8.000 260.000 2080.00JointingFitter day 2.000 285.000 570.00Mazdoor day 4.000 260.000 1040.00TestingFitter day 1.000 285.000 285.00Mazdoor day 2.000 260.000 520.00Supervisor day 1.000 260.000 260.00Total Labour(b) MachineryHire charges of Generator Set & Hydraulic testing equipment day 1.000 14880.000 14880.00


ix 200 mm DiaTaking output : Length - 240 m ; Joints - 20 Nos(a) LabourFor lowering / sub surface transportMazdoor day 10.000 260.000 2600.00JointingFitter day 2.000 285.000 570.00Mazdoor day 6.000 260.000 1560.00TestingFitter day 1.000 285.000 285.00Mazdoor day 2.000 260.000 520.00Supervisor day 1.000 260.000 260.00Total(b) MachineryHire charges of Generator Set & Hydraulic testing equipment day 1.000 14880.000 14880.00


x 225 mm DiaTaking output : Length - 216 m ; Joints -18 Nos(a) LabourFor lowering / sub surface transport



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

Mazdoor day 10.000 260.000 2600.00JointingFitter day 2.000 285.000 570.00Mazdoor day 6.000 260.000 1560.00TestingFitter day 1.000 285.000 285.00Mazdoor day 2.000 260.000 520.00Supervisor day 1.000 260.000 260.00Total(b) MachineryHire charges of Generator Set & Hydraulic testing equipment day 1.000 14880.000 14880.00


xi 250 mm DiaTaking output : Length - 216 m ; Joints - 18 Nos(a) LabourFor lowering / sub surface transportMazdoor day 11.000 260.000 2860.00JointingFitter day 2.000 285.000 570.00Mazdoor day 6.000 260.000 1560.00TestingFitter day 1.000 285.000 285.00Mazdoor day 2.000 260.000 520.00Supervisor day 1.000 260.000 260.00Total(b) MachineryHire charges of Generator Set & Hydraulic testing equipment day 1.000 14880.000 14880.00


xii 280 mm DiaTaking output : Length - 192 m ; Joints - 16 Nos(a) LabourFor lowering / sub surface transportMazdoor day 12.000 260.000 3120.00JointingFitter day 2.000 285.000 570.00Mazdoor day 6.000 260.000 1560.00TestingFitter day 1.000 285.000 285.00Mazdoor day 2.000 260.000 520.00Supervisor day 1.000 260.000 260.00Total(b) MachineryHire charges of Generator Set & Hydraulic testing equipment day 1.000 14880.000 14880.00

(c) MaterialKerosene Lt 14.000 225.000 3150.00



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

Diesel Lt 8.000 225.00 1800.00Water for Testing Lt 77.00Transport day 1.000 935.000 935.00Overheads & Contractors Profit 3801.98(d) Total (a+b+c) 30958.98Rate per RM =d/192 161.24

xiii 315 mm DiaTaking output : Length - 180 m ; Joints - 15 Nos(a) LabourFor lowering / sub surface transportMazdoor day 12.000 260.000 3120.00JointingFitter day 2.000 285.000 570.00Mazdoor day 6.000 260.000 1560.00TestingFitter day 1.000 285.000 285.00Mazdoor day 2.000 260.000 520.00Supervisor day 1.000 260.000 260.00Total(b) MachineryHire charges of Generator Set & Hydraulic testing equipment day 1.000 14880.000 14880.00


xiv 355 mm DiaTaking output : Length - 144 m ; Joints - 12 Nos(a) LabourFor lowering / sub surface transportMazdoor day 14.000 260.000 3640.00JointingFitter day 2.000 285.000 570.00Mazdoor day 8.000 260.000 2080.00TestingFitter day 1.000 285.000 285.00Mazdoor day 2.000 260.000 520.00Supervisor day 1.000 260.000 260.00Total(b) MachineryHire charges of Generator Set & Hydraulic testing equipment day 1.000 14880.000 14880.00


13

Detail cost for 30 metersi 100 mm dia

PHE-LJSW-13

Lowering and laying in ready made trench true to alignment and gradient, jointing, and testing of stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and hemp yarn but excluding cost and conveyance of pipe. (Reference to specifications BIS No. 6530/72)



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

(a) Labourday 0.600 285.00 171.00

day 1.400 260.00 364.00

Man mazdoor day 3.000 260.00 780.00Woman mazdoor (Water carrier) day 1.000 215.00 215.00b) Material 100 mm dia SW pipe 60cm long 50.000 39.00 1950.00

Cement for 50 joints =0.045 cum t/kg 0.065 5500.00 357.50Sand = 0.045 cum cum 0.045 425.00 19.13Spun yarn = 0.09x50=4.50 kgs 4.500 95.00 427.50(c) Total = a+b 4284.13(d) Add for water charges @ 1% on Labour & Testing Charges 42.84

(e) Total = c+d 4326.97(f) Overheads & Contractors Profit 605.78(g) Cost for 30 m (e+f) 4932.74Rate per metre = g/30 164.42

ii 150 mm dia (a) Labour

day 0.900 285.00 256.50

day 2.100 260.00 546.00

Man mazdoor day 4.000 260.00 1040.00Woman mazdoor (Water carrier) day 1.000 215.00 215.00b) Material 150 mm dia SW pipe 60cm long each 50.000 51.00 2550.00Cement for 50 joints =0.045 cum t 0.097 5500.00 533.50Sand = 0.045 cum cum 0.068 425.00 28.90Spun yarn = 0.09x50=4.50 kgs 9.000 95.00 855.00(c) Total = a+b 6024.90(d) Add for water charges @ 1% on Labour & Testing Charges 60.25


iii 200 mm dia (a) Labour

day 1.050 285.00 299.25

day 2.450 260.00 637.00



iv 230 mm dia (a) Labour

day 1.200 285.00 342.00

day 2.800 260.00 728.00

Man mazdoor day 5.000 260.00 1300.00Woman mazdoor (Water carrier) day 1.500 215.00 322.50b) Material

Mason 1st class

Mason 2nd class

each/rm

Mason 1st class

Mason 2nd class

Mason 1st class

Mason 2nd class

Mason 1st class

Mason 2nd class



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

230 mm dia SW pipe 60cm long each 50.000 80.00 4000.00Cement for 50 joints =0.045 cum t 0.146 5500.00 803.00Sand = 0.045 cum cum 0.102 425.00 43.35Spun yarn = 0.09x50=4.50 kgs 13.500 95.00 1282.50(c) Total = a+b 8821.35(d) Add for water charges @ 1% on Labour & Testing Charges 88.21


v 250 mm dia (a) Labour

day 1.350 285.00 384.75

day 3.150 260.00 819.00



vi 300 mm dia (a) Labour

day 1.500 285.00 427.50

day 3.500 260.00 910.00



vii 350 mm dia (a) Labour

day 1.650 285.00 470.25

day 3.850 260.00 1001.00


Mason 1st class

Mason 2nd class

Mason 1st class

Mason 2nd class

Mason 1st class

Mason 2nd class



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.


viii 400 mm dia (a) Labour

day 1.800 285.00 513.00

day 4.200 260.00 1092.00



ix 450 mm dia (a) Labour

day 2.100 285.00 598.50

day 4.900 260.00 1274.00



14 Sub Analysis :

10 No. Tees of 200x150mm diaWeight = 10x70kgs = 700 kgs(a) Labour

day 0.465 285.00 132.53

day 1.094 260.00 284.44

Man mazdoor day 2.480 260.00 644.80Cost for 700 kgs 1061.76Cost for 1kg 1.52

15

Details of cost for 1Noi

(a) Labour

Mason 1st class

Mason 2nd class

Mason 1st class

Mason 2nd class

PHE-CISP-14(sub_an

alysis)

Labour charges for laying in position S&S or flanged C.I. specials such as tees, bends, collars tapers and caps etc

Plumber 1st class

Plumber 2nd class

PHE-CISV-15

Lowering, keeping in position and fixing C.I. sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces

80 mm dia meter



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

kgs 35.470 1.52 53.80

Overheads & Contractors Profit 7.53Rate per 1 Sluice valve 61.33

ii(a) Labour

kgs 47.100 1.52 71.44

(g) Overheads & Contractors Profit 10.00Rate per 1 Sluice valve 81.44

iii(a) Labour

kgs 61.770 1.52 93.69


iv(a) Labour

kgs 79.830 1.52 121.09


v(a) Labour

kgs 131.700 1.52 199.76


vikgs 187.160 1.52 283.89


vii(a) Labour

kgs 266.460 1.52 404.17


viii(a) Labour

kgs 450.000 1.52 682.56

Overheads & Contractors Profit 95.56Rate per each 778.12

ix(a) Labour

kgs 552.500 1.52 838.04


x(a) Labour

kgs 722.500 1.52 1095.89


xi(a) Labour

kgs 837.500 1.52 1270.33

Overheads & Contractors Profit 177.85

Labour for laying Sluice Valve with cap, with hand wheel & reflex valves - Weight (32.3+34.1+40)/3=35.47

100 mm dia meter

Labour for laying Sluice Valve with cap, with hand wheel & reflex valves - Weight (44.3+47+50)/3=47.1

125 mm dia meter

Labour for laying Sluice Valve with cap, with hand wheel & reflex valves - Weight (56.3+59+70)/3=61.77

150 mm dia meter

Labour for laying Sluice Valve with cap, with hand wheel & reflex valves - (72.5+77+90)/3=79.83

200 mm dia meter

Labour for laying Sluice Valve with cap, with hand wheel & reflex valves - (121.5+128.6+145)/3=131.7

250 mm dia meter Labour for laying Sluice Valve with cap, with hand wheel & reflex valves - (179.9+186.6+195)/3=187.16

300 mm dia meter

Labour for laying Sluice Valve with cap, with hand wheel & reflex valves - (242.4+257+300)/3=266.46

350 mm dia meter

Labour for laying Sluice Valve with cap, with hand wheel & reflex valves - (430+470)/2=450

400 mm dia meter

Labour for laying Sluice Valve with cap, with hand wheel & reflex valves - (525+580)/2=552.5

450 mm dia meter


500 mm dia meter




1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

Rate per each 1448.17xii

(a) Labourkgs 1422.500 1.52 2157.66


Details of cost for eachi 50 mm dia meter

(a) LabourLabour for laying air valve kgs 20.000 113.00 2260.00

day 0.180 260.00 46.80

Man mazdoor day 0.180 260.00 46.80Overheads & Contractors Profit 329.50Rate per each valve 2683.10

Unit eachi 40 mm dia

(a) LabourLowering charges for air valve kgs 27.000 121.00 3267.00Boring main & threding etc

day 0.140 260.00 36.40


ii 25 mm dia(a) LabourLowering charges for air valve kgs 20.000 106.00 2120.00Boring main & threding etc

day 0.110 260.00 28.60


17

Details of cost for 1fire hydrantsi 65 mm dia

(a) Labourday 0.750 285.00 213.75

day 1.750 260.00 455.00

Man mazdoor day 4.000 260.00 1040.00Overheads & Contractors Profit 239.23Rate per each fire hydrant 1947.98

18

Details of cost for 10 Nos65 mm dia(a) LabourFitter 1st class day 0.750 285.00 213.75Fitter 2nd class day 1.750 260.00 455.00Man mazdoor day 4.000 260.00 1040.00Overheads & Contractors Profit 239.23

600 mm dia meter


PHE-DAAV-16

16 A

Providing and fixing double acting air valves including boring the main threading the bore and fixing nipple etc.,excluding the cost of rubber insertions, bolts & nuts, air valve & flanged tail pieces complete

Plumber 2nd class

16 B

Labour charges for fixing Air valves including boring the mains and threading the bore fixing nipple etc., complete.

Plumber 2nd class

Plumber 2nd class

PHE-SFHD-17

Providing and fixing spindle fire hydrant with 65 mm outlet. Complete with bolts, nuts, and rubber insertion etc. complete but excluding cost of Materials.

Plumber 1st class

Plumber 2nd class

Note : For other sizes proportionately allow the Data.PHE-

DSFH-18Dismantling of spindle fire hydrant including stacking of useful materials within 50m lead



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

Rate per each 1947.9819

Details of cost for 40.26 m i 80mm dia metre

(a) Labourday 0.500 260.00 130.00

Man mazdoor day 4.000 260.00 1040.00b) Material For breacking lead coulked joints, melting lead etc.,Fuel wood q 0.373 225.00 83.93Kerosene oil litre 0.379 225.00 85.28(c) Total = a+b 1339.20(d) Overheads & Contractors Profit 187.49(e) Cost for 40.26 m (c+d) 1526.69Rate per each m = e/40.26 37.92

ii 100mm dia metre(a) Labour

day 0.630 260.00 163.80


iii 125mm dia metre(a) Labour

day 0.760 260.00 197.60


iv 150mm dia metre(a) Labour

day 0.830 260.00 215.80


v 200mm dia metre(a) Labour

day 1.100 260.00 286.00

Man mazdoor day 6.500 260.00 1690.00b) Material For breacking lead coulked joints, melting lead etc.,Fuel wood q 0.840 225.00 189.00

PHE-URCI-19

Uprooting of C.I. pipes by melting lead, loosening the joints, separating the pipes, hoisting and keeping within a lead of 10 metres but excluding earth work excavation and refilling

Assistant fitter(plumber 2nd class)







1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

Kerosene oil litre 0.757 225.00 170.33(c) Total = a+b 2335.33(d) Overheads & Contractors Profit 326.95(e) Cost for 40.26 m (c+d) 2662.27Rate per each m = e/40.26 66.13

vi 250mm dia metre(a) Labour

day 1.300 260.00 338.00


vii 300mm dia metre(a) Labour

day 1.500 260.00 390.00


viii 350mm dia metre(a) Labour

day 1.750 260.00 455.00


ix 400mm dia metre(a) Labour

day 2.000 260.00 520.00


x 450mm dia metre(a) Labour

day 2.250 260.00 585.00

Man mazdoor day 11.500 260.00 2990.00b) Material For breacking lead coulked joints, melting lead etc.,Fuel wood q 1.400 225.00 315.00Kerosene oil litre 2.273 225.00 511.43








1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

(c) Total = a+b 4401.43(d) Overheads & Contractors Profit 616.20(e) Cost for 40.26 m (c+d) 5017.62Rate per each m = e/40.26 124.63

xi 500mm dia metre(a) Labour

day 2.500 260.00 650.00


xii 600mm dia metre(a) Labour

day 3.000 260.00 780.00


20

Taking output 10.00 Rmti 100mm dia

(a) Labourday 0.100 260.00 26.00

Man mazdoor day 0.400 260.00 104.00Women mazdoor day 0.450 215.00 96.75(b) Overheads & Contractors Profit 31.75(c) Cost for 10 Rmt (a+b) 258.50Rate per each Rmt = c/10 25.85

ii 150mm dia(a) Labour

day 0.100 260.00 26.00


iii 225mm dia(a) Labour

day 0.100 260.00 26.00


iv 300mm dia(a) Labour

day 0.100 260.00 26.00

Man mazdoor day 0.490 260.00 127.40



PHE-URRC-20

Uprooting of R.C.C. Pipes including breaking the collars, loosing the joint, scraping the pipe, hoisting and keeping within a lead of 10 M but excluding earthwork excavation and refilling

Fitter 2nd class

Fitter 2nd class

Fitter 2nd class

Fitter 2nd class



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

Women mazdoor day 0.790 215.00 169.85(b) Overheads & Contractors Profit 45.26(c) Cost for 10 Rmt (a+b) 368.51Rate per each Rmt = c/10 36.85

21

Details of cost for 10 mi 100mm dia metre

(a) LabourMan mazdoor day 0.490 260.00 127.40Women mazdoor day 0.360 215.00 77.40(b) Overheads & Contractors Profit 28.67(c) Cost for 10 m (a+b) 233.47Rate per each m =c/10 23.35

ii 150mm dia metre(a) LabourMan mazdoor day 0.490 260.00 127.40Women mazdoor day 0.450 215.00 96.75(b) Overheads & Contractors Profit 31.38(c) Cost for 10 m (a+b) 255.53Rate per each m =c/10 25.55

iii 200mm dia metre(a) LabourMan mazdoor day 0.490 260.00 127.40Women mazdoor day 0.510 215.00 109.65(b) Overheads & Contractors Profit 33.19(c) Cost for 10 m (a+b) 270.24Rate per each m =c/10 27.02

iv 230mm dia metre(a) LabourMan mazdoor day 0.490 260.00 127.40Women mazdoor day 0.540 215.00 116.10(b) Overheads & Contractors Profit 34.09(c) Cost for 10 m (a+b) 277.59Rate per each m =c/10 27.76

v 250mm dia metre(a) LabourMan mazdoor day 0.490 260.00 127.40Women mazdoor day 0.570 215.00 122.55(b) Overheads & Contractors Profit 34.99(c) Cost for 10 m (a+b) 284.94Rate per each m =c/10 28.49

vi 300mm dia metre(a) LabourMan mazdoor day 0.490 260.00 127.40Women mazdoor day 0.630 215.00 135.45(b) Overheads & Contractors Profit 36.80(c) Cost for 10 m (a+b) 299.65Rate per each m =c/10 29.96

vii 350mm dia metre(a) LabourMan mazdoor day 0.490 260.00 127.40Women mazdoor day 0.690 215.00 148.35(b) Overheads & Contractors Profit 38.61(c) Cost for 10 m (a+b) 314.36Rate per each m =c/10 31.44

viii 400mm dia metre(a) LabourMan mazdoor day 0.660 260.00 171.60

PHE-URSW-21

Uprooting of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site with in 50m lead and disposal of un serviceable materials in to municipal dumps excluding the cost of earth work excavation. (Reference to specifications BIS No.)



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

Women mazdoor day 0.750 215.00 161.25(b) Overheads & Contractors Profit 46.60(c) Cost for 10 m (a+b) 379.45Rate per each m =c/10 37.94

ix 450mm dia metre(a) LabourMan mazdoor day 0.660 260.00 171.60Women mazdoor day 0.810 215.00 174.15(b) Overheads & Contractors Profit 48.41(c) Cost for 10 m (a+b) 394.16Rate per each m =c/10 39.42

22

Details of cost for 10 mi 15 to 40mm dia

(a) LabourPlumber day 0.130 285.00 37.05(b) Overheads & Contractors Profit 5.19(c) Cost for 10 m (a+b) 42.24Rate per each m =c/10 4.22

ii Above 40mm dia(a) LabourPlumber day 0.260 285.00 74.10(b) Overheads & Contractors Profit 10.37(c) Cost for 10 m (a+b) 84.47Rate per each m =c/10 8.45

23 Cutting C.I. / D.I. pipes without water in mains

Details of cost for one cuttingi 80 mm dia

(a) LabourAsst. Fitter / Plumber 2nd class day 0.060 260.00 15.60Man mazdoor day 0.060 260.00 15.60(b) Overheads & Contractors Profit 4.37Rate per each m 35.57

ii 100 mm dia(a) LabourAsst. Fitter / Plumber 2nd class day 0.080 260.00 20.80Man mazdoor day 0.080 260.00 20.80(b) Overheads & Contractors Profit 5.82Rate per each m 47.42

iii 125 mm dia(a) LabourAsst. Fitter / Plumber 2nd class day 0.110 260.00 28.60Man mazdoor day 0.110 260.00 28.60(b) Overheads & Contractors Profit 8.01Rate per each m 65.21

iv 150 mm dia(a) LabourAsst. Fitter / Plumber 2nd class day 0.150 260.00 39.00Man mazdoor day 0.150 260.00 39.00(b) Overheads & Contractors Profit 10.92Rate per each m 88.92

v 200 mm dia(a) LabourAsst. Fitter / Plumber 2nd class day 0.200 260.00 52.00Man mazdoor day 0.200 260.00 52.00(b) Overheads & Contractors Profit 14.56Rate per each m 118.56

vi 250 mm dia

PHE-URGI-22

Removing old G.I.pipes and specials / fittings and cleaning, scraping the pipes, hoisting and keeping with in 50m lead but excluding earth work excavation of trenches and refilling

PHE-CCIP-23



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

(a) LabourAsst. Fitter / Plumber 2nd class day 0.250 260.00 65.00Man mazdoor day 0.250 260.00 65.00(b) Overheads & Contractors Profit 18.20Rate per each m 148.20

vii 300 mm dia(a) LabourAsst. Fitter / Plumber 2nd class day 0.300 260.00 78.00Man mazdoor day 0.300 260.00 78.00(b) Overheads & Contractors Profit 21.84Rate per each m 177.84

viii 350 mm dia(a) LabourAsst. Fitter / Plumber 2nd class day 0.350 260.00 91.00Man mazdoor day 0.350 260.00 91.00(b) Overheads & Contractors Profit 25.48Rate per each m 207.48

ix 400 mm dia(a) LabourAsst. Fitter / Plumber 2nd class day 0.400 260.00 104.00Man mazdoor day 0.400 260.00 104.00(b) Overheads & Contractors Profit 29.12Rate per each m 237.12

x 450 mm dia(a) LabourAsst. Fitter / Plumber 2nd class day 0.450 260.00 117.00Man mazdoor day 0.450 260.00 117.00(b) Overheads & Contractors Profit 32.76Rate per each m 266.76

xi 500 mm dia(a) LabourAsst. Fitter / Plumber 2nd class day 0.500 260.00 130.00Man mazdoor day 0.500 260.00 130.00(b) Overheads & Contractors Profit 36.40Rate per each m 296.40

xii 600 mm dia(a) LabourAsst. Fitter / Plumber 2nd class day 0.600 260.00 156.00Man mazdoor day 0.600 260.00 156.00(b) Overheads & Contractors Profit 43.68Rate per each m 355.68

24

Details of cost for one noi 15 mm dia

(a) LabourPlumber day 0.130 285.00 37.05(b) Overheads & Contractors Profit 5.19Rate per each m 42.24

ii 20 mm dia(a) LabourPlumber day 0.150 285.00 42.75(b) Overheads & Contractors Profit 5.99Rate per each m 48.74

iii 25 mm dia(a) LabourPlumber day 0.170 285.00 48.45(b) Overheads & Contractors Profit 6.78Rate per each m 55.23

25 Shoring and strutting of trenches for water and sewer lines

(A) Single staging from 0’ to 8’-0” ( 0 to 2.5 Metre)

PHE-DTCI-24

Drilling and tapping C.I./D.I. main and fixing brass screw down ferrule and C.I.mouth cover.(Labour charges only)

PHE-SHST-25



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

Depth not exceeding 1.5 MDetails of cost for an area 30 M long and 1.5 M deep.Area = 30 x 1.5 = 45 sqm(a) Labour

day 0.570 260.00 148.20

Man mazdoor day 1.100 260.00 286.00b) Material Polling boards and ballies sqmRequirement for 45 sqm :Polling Boards of 250 mm x 35 mm (40 x 1.5 x 0.25 x 0.038) cum 0.110 60.00 6.60Ballies 125 mm dia 1.5 mts long (60 x p x (0.125)2 / 4 x 1.5 cum 0.220 60.00 13.20

NilOverheads & Contractors Profit 63.56(d) Cost for 45 sqm (a+b+c) 517.56Rate per each sqm = d/45 11.50

(B) Double staging from 8’ to 14 ( 2.5 to 4.5 Metre)Depth not exceeding 1.5 MDetails of cost for an area 30 M long and 1.5 M deep.Area = 30 x 1.5 = 45 Sqm(a) Labour

day 0.500 260.00 130.00

Man mazdoor day 1.320 260.00 343.20b) Material Polling boards and ballies sqmRequirement for 45 sqm :

cum 0.110 60.00 6.60

cum 0.220 60.00 13.20

NilOverheads & Contractors Profit 69.02(d) Cost for 45 sqm (a+b+c) 562.02Rate per each sqm = d/45 12.49

(C) Triple staging beyond 14’ for every 2 meter (beyond 4.5 M)

Depth not exceeding 1.5 M.

26

Taking output 3 RmtMaterial Bamboos of 1 ½ ”dia 2.5 M long (5 ft c/c = 3 x 2.5) rmt 7.50 100.00 750.00Baboom of 1 ½ ”dia 3.66 M long (5 ft c/c = 3x 3.66) rmt 10.98 100.00 1098.00Cost of Bamboos

(b) LabourMan mazdoor day 0.500 260.00 130.00

19.7819.78

Overheads & Contractors Profit 282.46Cost for 3rmt (a+b+c+d) 2300.02Rate per each rmt = (a+b+c+d)/3 766.67

Carpenter 2nd class

Deduct–Credit for materials after use @ 80% of the cost of materials =0.8 x X

c) Machinery

Carpenter 2nd class

Polling Boards of 250 mm x 35 mm (40 x 1.5 x 0.25 x 0.038 = 0.57 cum)

Ballies 125 mm dia 1.5 mts long (60 x p x (0.125)2 / 4 x 1.5 = 1.1 cum

Deduct – Credit for materials after use @ 80% of the cost of materials = 0.8 x X

c) Machinery

Note : Add for every 2 Mts (difference of single and double staging) for staging beyond 4.5 mts.

PHE-BHLW-26

Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6’-0” (2 Meter) below G.L

(a) Usage of Material 5 times. Thus Cost of Material taken as 20%

(c) Sundries for Coir rope, nails, @ 1% (d) Sundries for lighting and watching etc at 1%



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

27

Details of cost for one vent shaft(a) Labour

day 0.750 285.00 213.75

day 0.250 260.00 65.00

Man mazdoor (bhandani) day 2.000 260.00 520.00Man mazdoor (beldar) day 2.000 215.00 430.00b) Material RCC went shaft with cowl each 1.000 43.00 43.00RCC pipe 150 mm dia 0.50 m (NP-2 class) m 0.500 204.00 102.00Cement Concrete 1:4:8(plain) 0.90 x 0.90 x 135 = 1.094 cum

cum 0.920 2381.05 2190.57

Cement Concrete 1:2:4 (plain) 0.90 x 0.90 x 0.15 = 0.122 cum

cum 0.100 3439.00 343.90

(c) Total (a+b) 3908.221% 39.08

(e) Total = c+d 3947.30(f) Overheads & Contractors Profit 552.62(g) Cost for 1 No = e+f 4499.92Well Sinking

28

i Upto 2.0 m below G.L. :(a) LabourMan mazdoor day 105.000 260.00 27300.00(b) Total 27300.00Rate per Rm = b/2 13650.00

ii 2.0 to 4.0 m below G.L. : (a) LabourMan mazdoor day 70.000 260.00 18200.00Sinkers day 35.000 215.00 7525.00

Hire charges for crane-3tonns hour 16.000 280.00 4480.00Hire charges for Air compressor hour 56.000 210.40 11782.40Hire charges for Generator hour 56.000 620.00 34720.00Diesel L 70.000 45.00 3150.00Overheads & Contractors Profit 11180.04c) Total 91037.44Rate per Rm = c/2 45518.72

iii 4.0 to 6.0 m below G.L. : (a) LabourMan mazdoor day 56.000 260.00 14560.00

PHE-RCVS-27

Providing RCC spun vent shaft with cowl 140 mm and 200 mm internal and external dia respectively at top, 300 and 450 mm internal and external dia respectively at bottom and 9.10m overall length. Bottom 1.25 m below ground level fixed in a pit 90cmx90cm x150 cm with cement concrete 1:4:8, 25cm in bed and minimum 20cm all-round with top 15cm in cement concrete 1:2:4. Junction of vent shaft and concrete grouted with cement mortar 1:1 including making connection with sewer manhole with 150 mm dia metre cement concrete pipe of required length complete as per standard design

Mason 1st class

Mason 2nd class

Less for shaft 22/7 x 4 x 0.452 x 1.1= 0.175cum = 0.919 cum

Less for shaft 22/7x4 x 0.452 x 0.15= 0.024cum = 0.098 cum

(d) Add for water charges @ 1% on Labour & Testing Charges on Labour Charges

PHE-WSNP-28

Well sinking in sandy and other loose soils under water either by manual labour, divers or dredgers weighting the top of staining to assist sinking etc., including dewatering and other incidental charges such as hire charges for mechanical equipment etc., complete upto 4.0 m dia (For non perennial rivers)

b) Machinery



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

Sinkers day 35.000 215.00 7525.00

Hire charges for crane hour 56.000 280.00 15680.00Hire charges for Air compressor hour 56.000 210.40 11782.40Hire charges for Generator hour 56.000 620.00 34720.00Diesel L 105.000 45.00 4725.00Overheads & Contractors Profit 12458.94c) Total 101451.34Rate per Rm = c/2 50725.67

iv 6.0 to 8.0 m below G.L. : (a) LabourMan mazdoor day 56.000 260.00 14560.00Sinkers day 35.000 215.00 7525.00


v 8.0 to 10.0 m below G.L. : (a) LabourMan mazdoor day 64.000 260.00 16640.00Sinkers day 40.000 215.00 8600.00


29

i Upto 2.0 m below G.L. :(a) LabourMan mazdoor day 168.000 260.00 43680.00(b) Total 43680.00Rate per Rm = b/2 21840.00

ii 2.0 to 4.0 m below G.L. : (a) LabourMan mazdoor day 178.000 260.00 46280.00Crane Operator day 11.000 310.00 3410.00

Hire charges for crane hour 88.000 280.00 24640.00Hire charges for Generator hour 88.000 620.00 54560.00Diesel L 440.000 45.00 19800.00Overheads & Contractors Profit 20816.60c) Total 169506.60Rate per Rm = c/2 84753.30

iii 4.0 to 6.0 m below G.L. : (a) LabourMan mazdoor day 157.000 260.00 40820.00Sinkers day 48.000 215.00 10320.00Crane Operator day 12.000 310.00 3720.00

b) Machinery

b) Machinery

b) Machinery

PHE-WSOW-29

Sinking of RCC 12 m dia well in sandy soils, soft disintegrated rock, loamy and clayey soils etc; under water by manual or mechanical means including dewatering until the completion of sinking of the well to the required depth, the dummies of the weep holes pipes are opened for seepage of water into well, including all hire charges complete as per SS and as directed by the departmental officers (Open well excavation)

b) Machinery



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.


iv 6.0 to 8.0 m below G.L. : (a) LabourMan mazdoor day 195.000 260.00 50700.00Sinkers day 120.000 215.00 25800.00Crane Operator day 15.000 310.00 4650.00


v 8.0 to 10.0 m below G.L. : (a) LabourMan mazdoor day 272.000 260.00 70720.00Sinkers day 204.000 215.00 43860.00Crane Operator day 17.000 310.00 5270.00


vi 10.0 to 12.85 m below G.L. : (a) LabourMan mazdoor day 360.000 260.00 93600.00Sinkers day 288.000 215.00 61920.00Crane Operator day 24.000 310.00 7440.00

Hire charges for crane hour 192.000 280.00 53760.00Hire charges for Air compressor hour 198.000 210.40 41659.20Hire charges for Generator hour 160.000 620.00 99200.00Diesel L 2148.000 45.00 96660.00Overheads & Contractors Profit 63593.49c) Total 517832.69Rate per Rm = c/2.85 181695.68

33 Excavation in Hard Rock (blasting prohibited)

(A) Manual MeansUnit = cumTaking output = 1 cum

Mate day - Mazdoor (Unskilled) day 1.100 215.00 236.50Chiseller (Hammer Man) day 1.500 285.00 427.50

b) Machinery

b) Machinery

b) Machinery

b) Machinery

PHE-EXRW-33

Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5

a) Labour



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

Blacksmith day 0.060 260.00 15.60b) MachineryTipper 5.5 cum capacity, 1 trip per hour hour 0.180 696.40 125.35

cum 0.500

Sundries on Labour 33.00c&d) Overheads & Contractors Profit 117.31Rate per cum = (a+b+c+d) 955.27

(B) Mechanical MeansUnit = cumTaking output = 1 cum

Mate day - Mazdoor (Unskilled) day 0.289 215.00 62.14b) Machinery

hour 0.167 2009.50 335.59

Tipper 5.5 cum capacity tipper, 1 trip per hour hour 0.180 696.40 125.35cum 0.500

Sundries on Labour 33.00c&d) Overheads & Contractors Profit 77.85Rate per cum = (a+b+c+d) 633.92

34

i C.I Pipes and Specials (load per truck =6.50 T)Taking Output = 13.00 MT (Load for each Truck 6.5 MT)

Man Mazdoor day 6.000 260.00 1560.00Add sundries at 1% towards Nylon rope, Tyres etc 1% 15.60Overheads & Contractors Profit 220.58Cost for 13 MT 1796.18Rate per MT 138.17

ii RCC Pipes and Collars (load per truck =7.205 T)Taking Output = 14.41 MT

Man Mazdoor day 6.000 260.00 1560.00Add sundries at 1% towards Nylon rope, Tyres etc 1% 15.60Overheads & Contractors Profit 220.58Cost for 14.41 MT 1796.18Rate per MT 124.65

iii AC Pipes and Collars (load per truck = 5.40 T)Taking Output = 10.8 MT

Man Mazdoor day 6.000 260.00 1560.00Add sundries at 1% towards Nylon rope, Tyres etc 1% 15.60

Credit for excavated rock found suitable for use @ 50 per cent of excavated quantity

Note : 1. Credit is considered for 50 per cent of quantity of work.

2. Loading for disposal will be done manually, being small quantity.

3. In case some rock is issued to contractor at site, the item of carriage shall be omitted to the extent of quantity issued to the Contractor.

a) Labour

Hydraulic excavator 0.9 cum with rock breaker attachment @ 6 cum per hour

Credit for excavated rock found suitable for use @ 50 per cent of excavated quantity

Note : 1. The quality and availability of rock shall be checked before affording credit.

2. In case some rock is issued to the contractor at site, the item of carriage shall be restricted/reduced to that extent.

3. Being small quantity, manual loading will be economical in this case and has been provided accordingly.

PHE-LUSS-34

Loading or Unloading materials such as C.I / D.I Pipes, R.C.C. Pipes, P.V.C. pipes, A.C. Pressure pipes and Specials less than 300 mm upto 4 mts in length including stacking.

a) Labour

a) Labour

a) Labour



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

Overheads & Contractors Profit 220.58Cost for 10.8 MT 1796.18Rate per MT 166.31

iv Stone ware pipes (load per truck = 5.40 T)Taking Output = 10.8 MT


35

i C.I. / D.I. Pipes (load per truck = 5.5 T)Taking Output = 11 MT

Man Mazdoor day 6.000 260.00 1560.00Add sundries at 1% towards Nylon rope, Tyres etc 1% 15.60Overheads & Contractors Profit 220.58Cost for 11 MT 1796.18Rate per MT 163.29

ii RCC Pipes and Collars (load per truck =5.75 T)Taking Output = 11.5 MT


iii AC Pipes Taking Output = 1MT

Man Mazdoor day 0.700 260.00 182.00Add sundries at 1% towards Nylon rope, Tyres etc 1% 1.82Overheads & Contractors Profit 25.73Cost for MT 209.55

iv Stone ware pipes Taking Output = 1MT


36

i C.I. / D.I. Pipes (load per truck = 8.46 T)Taking Output = 1 MT

Man Mazdoor day 0.710 260.00 184.60Add sundries at 1% towards Nylon rope, Tyres etc 1% 1.85Overheads & Contractors Profit 26.10Cost for 1 MT 212.55

ii AC Pipes (load per truck = 3.78 T)Taking Output = 1MT


a) Labour

PHE-LUMS-35

Loading or unloading materials such as C.I / D.I. Pipes, stone ware pipes, R.C.C. pipes, A.C. Pressure pipes and specials from 300 mm to 600 mm dia upto 4 mts in length including stacking.

a) Labour

a) Labour

a) Labour

a) Labour

PHE-LUGS-36

Loading or unloading materials such as CI / DI Pipes, A.C. pressure pipes less than 300 mm dia above 4.00 M in length including stacking

a) Labour

a) Labour



1 2 3 4 5 6 7

Index-code

Sl. No

Amount Rs.

37

i AC Pipes (load per truck = 4.3 T)Taking Output = 1 MT

Man Mazdoor day 0.714 260.00 185.64Add sundries at 1% towards Nylon rope, Tyres etc 1% 1.86Overheads & Contractors Profit 26.25Cost for 1 MT 213.75

ii C.I. Pipes (load per truck = 3.85 T)Taking Output = 1MT


38

A

b) LabourLabour charges for assembling, erection, dismantling and cleaning

day 7.500 260.00 1950.00

Man Mazdoor day 6.000 260.00 1560.00Sundries for nails etc 33.00Overheads & Contractors Profit 496.02c) Cost for 30 Sqm 4039.02Rate per sqm =c/30 134.63

PHE-LUBS-37

Loading or Unloading materials such as C.I / D.I. Pipes, A.C. Pressure pipes from 300 to 600mm dia above 4.00 m including stacking

a) Labour

a) Labour

PHE-CSRC-38

Centering and scaffolding charges for R.C.C. members including all materials and labour charges for forming and dismantling

For R.C.C. Elevated Service Reservoir of Staging upto 40 Ft. below G.W.L.

Carpenter 2nd class

RATE ANALYSIS FOR BUILDINGS AS PER SSR 2011-12


1 2 3 4 5 6 7

1 BLD-CSTN-2

Ordinary soilMechanical Means Upto 3 m depthUnit = cumTaking output = 210 cum

Mate day -Mazdoor (Unskilled) day 8.32 215.00 1788.80b) MachineryHydraulic Excavator 1 cum bucket capacity hour 6.00 2009.50 12057.00c&d) Overheads & Contractors Profit 1938.41Cost for 240 cum = a+b+c+d 15784.21Rate per cum = (a+b+c+d)/210 75.16

2 Hard Soil(B) Mechanical Means

Mate day -day 2.08 215.00 447.20

b) MachineryHydraulic Excavator 1 cum bucket capacity @ 60 cum / hour hour 0.17 2009.50 341.62

Tipper 5.5 cum capacity, 4 trips per hour hour 0.45 696.40 313.38c) MaterialSelected earth for refilling cum 5.00 72.00 360.00 M-163d&e) Overheads & Contractors Profit 204.71Cost for 10 cum = a+b+c+d+e 1666.90Rate per cum = a+b+c+d+e)/10 166.69

3 Ordinary rock (not requiring blasting)(B) Mechanical MeansUpto 3 m depthUnit = cumTaking output = 180 cum

Mate day -Mazdoor (Unskilled) day 6.24 215.00 1341.60b) MachineryHydraulic Excavator 1 cum bucket capacity hour 6.00 2009.50 12057.00c&d) Overheads & Contractors Profit 1875.80Cost for 180 cum = a+b+c+d 15274.40Rate per cum = (a+b+c+d)/180 84.86

TENTIVE ITEM OF WORK TO BE CARRIED OUT FOR AFFORDABLE HOUSING PROJECT (LIG & MIG), HAVING SY. NO. 93 TO 105 VALAGHARAHALLI PHASE - III, UNDER GNANABHARATI LAYOUT,IN BANGALORE.

Sl. No

Amount Rs.

Earth work excavation for foundations and depositing on bank for all lifts and with an initial lead of 10m including all operational, incidental, labour charges such as shoring ,sheeting, planking, strutting, etc. complete for finished item of work including seigniorage excluding dewatering charges etc as per SS - 20 B (APSS 308).

a) Labour

a) Labour

Mazdoor for dressing sides, bottom and back filling (Unskilled)

a) Labour


1 2 3 4 5 6 7

Sl. No

Amount Rs.

4

Unit = cumTaking output = 6 cum

Mate day -Mazdoor (Unskilled) day 3.12 215.00 670.80b&c) Overheads & Contractors Profit 93.91Cost for 180 cum = a+b+c 764.71Rate per cum = (a+b+c)/6 127.45

8

Unit = 1cumA. MATERIALS:Cement kg 162.00 5.50 891.00Coarse aggregate 40 mm (including Seignorage Charges) cum 0.90 975.00 877.50

Fine aggregate (Sand) (including Seignorage Charges) cum 0.45 425.00 191.25Water (including for curing) kl 1.20 77.00 92.40B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 1.00 342.50 342.50C. LABOUR:

day 0.10 285.00 28.50Mazdoor (unskilled) day 1.39 215.00 298.85Water Charges 1% - 0.92b&c) Overheads & Contractors Profit 381.21Grand Total 3104.13

9

Unit : 1cumA. MATERIALS:Cement Kg 275.000 5.50 1512.50Coarse aggregate 40mm cum 0.540 975.00 526.50Coarse aggregate 20mm cum 0.270 1025.00 276.75Coarse aggregate 10mm cum 0.090 750.00 67.50Fine aggregate (Sand) cum 0.480 425.00 204.00Water (including for curing) kl 1.20 77.00 92.40B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 1.000 342.50 342.50C. LABOUR:

Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layer not exceeding 20 cms. In depth, compacting each deposited layer by ramming after watering with lead upto 50 m. and lift upto 1.5m. Inluding cost of all labour complete as per speicifications.

a) Labour

Providing and laying in position plain cement concrete of nominal mix M 7.5 with OPC cement @180kgs, with 40 mm & down side graded granite coarce aggeregate @ 0.85 Cum & fine ggeregate@ 0.57 Cum machine mixed, machine mixed, concrete laid in layer not exceeding 15 cms, thick , well compacted in foundation & plinth.including cost of all material, labour HOM Machinary , curing complete as per specification.

Mason 1st class

Providing and laying in position plain cement concrete of nominal mix M 15 with OPC cement @180kgs, with 40 mm & down side graded granite coarce aggeregate @ 0.85 Cum & fine ggeregate@ 0.57 Cum machine mixed, machine mixed, concrete laid in layer not exceeding 15 cms, thick , well compacted in foundation & plinth.including cost of all material, labour HOM Machinary , curing complete as per specification.


1 2 3 4 5 6 7

Sl. No

Amount Rs.

day 0.100 285.00 28.50Mazdoor (unskilled) day 1.390 215.00 298.85D&E) Overheads & Contractors Profit 468.93Grand Total 3818.43

10

A FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth)Unit : 1cumA. MATERIALS:Coarse aggregate 20mm graded cum 0.80 975.00 780.00Fine aggregate (Sand) cum 0.40 425.00 170.00Water (including for curing) kl 1.20 77.00 92.40B. MACHINERYBatching plant at 20 cum per hour hour 0.222 1670.00 370.74Transit mixer 4cum capacity for lead upto 1km hour 0.222 1467.20 325.72Concrete Pump day 0.222 630.00 139.86C. LABOUR:

day 0.056 285.00 15.96day 0.056 260.00 14.56

Mazdoor (unskilled) day 0.917 215.00 197.16D&E) Overheads & Contractors Profit 294.90Grand Total 2401.29

B

Unit : 1cumA. MATERIALS:Coarse aggregate 20mm graded cum 0.80 975.00 780.00Fine aggregate (Sand) cum 0.40 425.00 170.00Water (including for curing) kl 1.20 77.00 92.40B. MACHINERYBatching plant at 20 cum per hour hour 0.444 1670.00 741.48Transit mixer 4cum capacity for lead upto 1km hour 0.444 1467.20 651.44Concrete Pump day 0.444 630.00 279.72C. LABOUR:

day 0.111 285.00 31.64day 0.222 260.00 57.72


C RCC SLABS, BEAMSUnit : 1cumA. MATERIALS:Coarse aggregate 20mm graded cum 0.80 975.00 780.00Fine aggregate (Sand) cum 0.40 425.00 170.00Water (including for curing) kl 1.20 77.00 92.40B. MACHINERYBatching plant at 20 cum per hour hour 0.133 1670.00 222.11Transit mixer 4cum capacity for lead upto 1km hour 0.133 1467.20 195.14

Mason 1st class

Providing and laying cement concrete by pumping using 20mm and down size granite jelly of ready mixed concrete (RMC) for RCC works laid in 15cms thcik layers and well compacted vibrating, curing, finishing with necessary cement mortar, with all lead and lifts etc., complete (exclusive of cost of steel and fabrication charges)

Mason 1st classMason 2nd class




1 2 3 4 5 6 7

Sl. No

Amount Rs.

Concrete Pump day 0.133 630.00 83.79C. LABOUR:

day 0.033 285.00 9.41day 0.067 260.00 17.42


209


A) MATERIAL REQUIREMENTJack Screw Adjsutable Props - 50 mm dia B Class Pipesfor vertical props placed @ 3'0" c/c in bothwaysApproximately 33'-0" x 33'-0" roof areaSpan Beams - 2.4 M Long (Acro Spans) - ApproximtelyWallers, Couplers, Foot PlatesSteel Plate Beam Bottom - form work plates - 9" wide230 mm wide plate x 80 RMBeam Sides - form work plates - 15" wide400 mm wide plate x 80 RM - both sidesSlab Bottom Plates - formwork plates 3'-0" x 4'-0" - 7 Nos3'-0" x 2'-0" - 2 Nos1'-0" x 4'-0" - 1 NosSlab Sides - 0-6" Height - 40.0 RMTotal Scaffolding Pipes & Centering Plates - Appx Kgs 62.51 90.00 5626.26B) LABOUR CHARGES1st Class Carpenter day 0.22 285.00 62.702nd Class Carpenter day 0.38 260.00 98.80Unskilled Mazdoor day 0.72 215.00 154.80Supervision Charges day 0.04 59.43Consumables like Rope, Nails, de-shuttering oil 1% 60.02Tape, cover plates 1% 60.02Tools like Hammers etc., 1% 60.02D&E) Overheads & Contractors Profit 865.49BASIC COST per 1 sqm 7047.54

(II) Unsupported Roof Height up to - 7.32 M (24'0")A) MATERIAL REQUIREMENTHeavy Frames - 50 mm dia B Class Pipes (HD Towers)Span Beams - 2.4 M Long (Acro Spans) - ApproximtelyWallers, Couplers, Foot PlatesSteel Plate Beam Bottom - form work plates - 9" wide230 mm wide plate x 80 RMBeam Sides - form work plates - 15" wide400 mm wide plate x 80 RM - both sides




1 2 3 4 5 6 7

Sl. No

Amount Rs.

Slab Bottom Plates - formwork plates 3'-0" x 4'-0" - 7 Nos3'-0" x 2'-0" - 2 Nos1'-0" x 4'-0" - 1 NosSlab Sides - 0-6" Height - 40.0 RMTotal Scaffolding Pipes & Centering Plates - Appx - kgs 112.635 90.00 10137.15B) LABOUR CHARGES1st Class Carpenter day 0.32 285.00 91.202nd Class Carpenter day 0.52 260.00 135.20Unskilled Mazdoor day 1.28 215.00 275.20Supervision Charges day 0.06 0.00Consumables like Rope, Nails, de-shuttering oil 1% 106.39Tape, cover plates 1% 106.39Tools like Hammers etc., 1% 106.39D&E) Overheads & Contractors Profit 1534.11BASIC COST per 1 sqm 12492.02

210


A) MATERIAL REQUIREMENTCashewrina Balli Props - 3" to 4" dia - 12'-0" Height Nos 2.40 60.00 144.00Scaffold Boards - Bamboo scaffolds - Bamboos - 8'0" long Nos 2.70 100.00 270.00

B) LABOUR CHARGES1st Class Carpenter day 0.04 285.00 11.402nd Class Carpenter day 0.30 260.00 78.00Unskilled Mazdoor day 0.48 215.00 103.20Consumables like Rope, Nails, de-shuttering oil 1% 6.07Tape, cover plates 1% 6.07Tools like Hammers etc., 1% 6.07D&E) Overheads & Contractors Profit 87.47BASIC COST per 1 sqm - PLAN AREA 712.27

(II) Unsupported Roof Height up to - 4.60 M (15'0")A) MATERIAL REQUIREMENTCashewrina Balli Props - 3" to 4" dia - 12'-0" Height Nos 4.32 60.00 259.20Scaffold Boards - Bamboo scaffolds - Bamboos - 8'0" long Nos 2.70 100.00 270.00




1 2 3 4 5 6 7

Sl. No

Amount Rs.

(III) Unsupported Roof Height up to - 7.30 M (24'0")A) MATERIAL REQUIREMENTCashewrina Balli Props - 3" to 4" dia - 12'-0" Height Nos 5.76 60.00 345.60Scaffold Boards - Bamboo scaffolds - Bamboos - 8'0" long Nos 2.70 100.00 270.00


211

UNIT 1 sqm(I) Up to - 3.66 M (12'0")

A) MATERIAL REQUIREMENTCashewrina Balli Props - 3" to 4" dia - 12'-0" Height Nos 1.74 60.00 104.40Scaffold Boards - Bamboo scaffolds - Bamboos - 8'0" long Nos 0.72 100.00 72.00


38.64BASIC COST per 1 sqm - VERTICAL ELEVATION AREA 314.63

(II) Up to - 7.32 M (24'0")A) MATERIAL REQUIREMENTCashewrina Balli Props - 3" to 4" dia - 12'-0" Height Nos 1.74 60.00 104.40Scaffold Boards - Bamboo scaffolds - Bamboos - 8'0" long Nos 0.38 100.00 38.00

B) LABOUR CHARGES1st Class Carpenter day 0.12 285.00 34.202nd Class Carpenter day 0.22 260.00 57.20Unskilled Mazdoor day 0.36 215.00 77.40Consumables like Rope, Nails,de-shuttering oil 1% 3.11Tape, cover plates 1% 3.11Tools like Hammers etc., 1% 3.11




1 2 3 4 5 6 7

Sl. No

Amount Rs.

212


A) MATERIAL REQUIREMENTJack Screw Adjsutable Props - 50 mm dia B Class Pipesfor vertical props placed @ 3'0" c/c in bothwaysLock PinsLD Foot PlatesLD CouplersTotal Scaffolding Pipes - Appx - Kgs 39.26 90.00 3533.31B) LABOUR CHARGES1st Class Carpenter day 0.04 285.00 11.402nd Class Carpenter day 0.34 260.00 88.40Unskilled Mazdoor day 0.60 215.00 129.00Consumables like Rope, Nails, de-shuttering oil 1% 37.62Tape, cover plates 1% 37.62Tools like Hammers etc., 1% 37.62

542.50BASIC COST per 1 sqm - PLAN AREA 4417.47

(II) Unsupported Roof Height up to - 7.32 M (24'0")A) MATERIAL REQUIREMENTHeavy Frames - 50 mm dia B Class Pipes (HD Towers)Lock PinsLD Foot PlatesLD CouplersTotal Scaffolding Pipes - Appx - Kgs 112.635 90.00 10137.15B) LABOUR CHARGES1st Class Carpenter day 0.12 285.00 34.202nd Class Carpenter day 0.58 260.00 150.80Unskilled Mazdoor day 1.20 215.00 258.00Consumables like Rope, Nails, de-shuttering oil 1% 105.80Tape, cover plates 1% 105.80Tools like Hammers etc., 1% 105.80

1525.66BASIC COST per 1 sqm - PLAN AREA 12423.21

213

UNIT 1 sqm(I) Up to - 3.66 M (12'0")

A) MATERIAL REQUIREMENTMS Pipe Scaffold Frames - 1.20 x 1.50 MApproximately 27.3 M Long x 3.66 M HighMS Pipe Bracing structure - 1.5 x 2.25 M Scaffold BoardLock Pins




1 2 3 4 5 6 7

Sl. No

Amount Rs.

LD Foot PlatesLD CouplersTotal Scaffolding Pipes - Appx - Kgs 19.7496 90.00 1777.46B) LABOUR CHARGES1st Class Carpenter day 0.07 285.00 19.952nd Class Carpenter day 0.11 260.00 28.60Unskilled Mazdoor day 0.24 215.00 51.60Consumables like Rope, Nails, de-shuttering oil 1% 18.78Tape, cover plates 1% 18.78Tools like Hammers etc., 1% 18.78


(II) Up to - 7.32 M (24'0")A) MATERIAL REQUIREMENTMS Pipe Scaffold Frames - 1.20 x 1.50 MApproximately 27.3 M Long x 3.66 M HighMS Pipe Bracing structure - 1.5 x 2.25 M Scaffold BoardLock PinsLD Foot PlatesLD CouplersTotal Scaffolding Pipes - Appx - Kgs 19.14 90.00 1722.38B) LABOUR CHARGES1st Class Carpenter day 0.12 285.00 34.202nd Class Carpenter day 0.22 260.00 57.20Unskilled Mazdoor day 0.44 215.00 94.60Consumables like Rope, Nails, de-shuttering oil 1% 19.08Tape, cover plates 1% 19.08Tools like Hammers etc., 1% 19.08


19

Unit = tonns(a) MaterialTMT bars including 2.5 per cent for wastage t 1.025 42000.00 43050.00Welding Electrodes @ 5 per joint (14 joints / ton) each 70.000 9.00 630.00Welding Charges (Hire charges of Welding Machine) Hr 10.00 12.90 129.00Binding wire kg 6.00 55.00 330.00

Welder day 2.50 285.00 712.50Blacksmith day 2.00 285.00 570.00Mazdoor (Unskilled) day 6.40 215.00 1376.00(c&d)Overhead Charges and Contractor’s profit on (a+b+c) 467.97

Rate per t = a+b+c+d 47265.47

Providing T.M.T steel reinforcement for R.C.C work including straightening, cutting, bending, hooking, placing in position, lapping and / or welding wherever required, tying with binding wire and achoring to the adjoining members wherever necessary complete as per design (laps, hooks and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per specifications.



1 2 3 4 5 6 7

Sl. No

Amount Rs.

30

Unit = 10 sqmA. MATERIALS:Ceramic tiles 7.30 mm thick sqm 10.00 374.00 3740.00Sand for cm 1:3 base coat cum 0.12 325.00 39.00Cement for cm 1:3 base coat kgs 57.60 5.50 316.80Cement for slurry kgs 33.00 5.50 181.50White cement for jointing & pointing kgs 6.00 25.00 150.00B. LABOUR

day 0.77 285.00 219.45Mazdoor (unskiled) day 0.80 215.00 172.00(c&d)Overhead Charges and Contractor’s profit on (a+b+c) 674.63

Rate Per 1 Sq.m 549.3424

1200 x 2100 mm - Single Shutter Door

*Teak wood cum 0.123 58270.00 7167.21Labour, wrought and putup in position frame & shutters sqm 2.520 230.00 579.60 BMM-V.23

LS 33.00

Add Overhead Charges and Contractor’s profit 1089.17Total for each door 8868.98

38

Plastering with CM (1:6), 20 mm thickUnit = 10 sqmA. MATERIALS:Cement Mortar (1:6) cum 0.210 1823.25 382.88B. LABOUR:

day 0.94 260.00 244.40Mazdoor (unskilled) day 1.60 215.00 344.00Add Scaffolding Charges @16.66% 155.41Add water Charges @ 1 % 11.27Add Overhead Charges and Contractor’s profit 159.31Grand Total 129.73Cement Mortar (1 : 6) - Sub-DataUnit : 1cumA. MATERIALS:

Providing Ceramic tiles of approved make, shade and size for flooring, treads of steps and landings laid on a bed of 12mm thick, cement mortar 1:3 mix, flush pointing with white cement using colour pigment, including cost of materials, labour, curing, complete as per specifications. for Ceramic Tiles of size 30x30cms.

Mason 1st class

KSRB 9.4-2: Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster grooves (excluding cost of cement concrete and side clamps), but including cost of materials, labour, HOM of machineries completeas per specifications. Specification No.KBS 9.33


KSRB 15-3.12: Providing 20mm thick cement plaster in single coat with cement mortar 1:,6 to stone masonry & concrete surface including rounding off corners wherever required smooth rendering, Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.

Mason 2nd class


1 2 3 4 5 6 7

Sl. No

Amount Rs.

Cement kg. 240.00 5.50 1320.00Sand (including 5% wastage) cum 1.05 425.00 446.25C. LABOUR:Man mazdoor for mixing mortar day 0.20 285.00 57.00Grand Total 1823.25

39


day 0.60 285.00 171.00Mazdoor (unskilled) day 0.96 215.00 206.40Add Scaffolding Charges @16.66% 119.98Add water Charges @ 1 % 8.70Add Overhead Charges and Contractor’s profit 123.00Grand Total 100.16Cement Mortar (1 : 4) - Sub-DataUnit : 1cumA. MATERIALS:Cement kg. 360.00 5.50 1980.00Sand (including 5% wastage) cum 1.05 425.00 446.25C. LABOUR:Man mazdoor for mixing mortar day 0.20 285.00 57.00Grand Total 2483.25

41


day 0.60 285.00 171.00Mazdoor (unskilled) day 0.96 215.00 206.40Add Scaffolding Charges @16.66% 115.81Add water Charges @ 1 % 8.40Add Overhead Charges and Contractor’s profit 118.72Grand Total 96.67Cement Mortar (1 : 6) - Sub-DataUnit : 1cumA. MATERIALS:Cement kg. 240.00 5.50 1320.00Sand (including 5% wastage) cum 1.05 425.00 446.25C. LABOUR:

KSRB 15-3.14: Providing 12mm thick cement plaster in single coat with cement mortar 1:4 to ceiling inclunding & rounded off corners wherever required smooth rendering Providing & removing scaffolding including cost of materials, labour curing complete as per specification

Mason 1st class

KSRB 15-5.2: Providing rough cement plastering 15mm thick in single coat with cement mortor 1:6 to brick masonry for base of dadooing works with sand of approved quality, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.

Mason 2nd class


1 2 3 4 5 6 7

Sl. No

Amount Rs.

Man mazdoor for mixing mortar day 0.20 285.00 57.00Grand Total 1823.25

Andhra Pradesh Standard Data Asper SSR 2011-12 Page No. 71 of 264

ANDHRA PRADESH STANDARD DATA ( Asper SSR 2011-12 )

ABSTRACT SHEET

Description of Item Unit Rate

1 2 3 4 5 6

BUILDING ITEMS

MORTARS

1 Cement Mortar (1 : 1) Cu.m 8423.25 1179.26 9602.51

2 Cement Mortar (1 : 1.5) Cu.m 5783.25 809.66 6592.91







CONCRETE, DAMP PROOF COURSE & REINFORCEMENT

9 Plain Cement concrete Grade M20 - Nominal Mix Cu.m 4077.05 570.79 4647.84

10 Plain Cement concrete Grade M10 - Nominal Mix upto Plinth level Cu.m 2834.00 396.76 3230.76

11 PCC Grade M15 - Nominal mix 1:2.5:5 (Hand mixing) Cu.m 3090.15 432.62 3522.77

12Cu.m 2381.05 333.35 2714.40

13Cu.m 2540.15 355.62 2895.77

14Cu.m 2202.85 308.40 2511.25

15Cu.m 2336.80 327.15 2663.95

16Cu.m 2241.10 313.75 2554.85

17Cu.m 2375.05 332.51 2707.56

18 Plain Cement concrete - Nominal Mix (1:3:6) Cu.m 2700.05 378.01 3078.06

19Cu.m 3439.00 481.46 3920.46

20 Plain Cement concrete (M 15) Nominal Mix 1:2.5:5 Cu.m 3272.10 458.09 3730.19

R.C.C. M-20 Nominal Mix

21 FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth) Cu.m 4820.99 674.94 5495.92

22 COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS Cu.m 4985.16 697.92 5683.09

23 RCC SLABS, BEAMS Cu.m 4223.77 591.33 4815.10

24

Sq.m 193.20 27.05 220.25

25

Sq.m 241.50 33.81 275.31

26

M.Tonns 48509.00 6791.26 55300.26

Sl.No

Add Overhead Charges and

Contractor ProfitTotal

Amount


Plain Cement concrete (1:4:8) using 40 mm metal with concrete mixture. All work upto plinth level.


Plain Cement concrete (1:5:10) using 40 mm metal with Concrete mixture. All work upto plinth level.


Plain Cement concrete (1:6:10) using 40 mm metal with Concrete mixture upto Plinth level

Plain Cement concrete (M 20) Nominal Mix using 40mm metal using concrete mixer

RCC M- 20 Nominal mix (Cement:fine aggregate: coarse aggregate) corresponding to Table 9 of IS 456 using 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work, but excluding centering, shuttering.

Damp proof course 40mm thick with cement concrete (1:2:4 Nominal mix), using 12mm hard broken stone aggregate including cost of all materials, seigniorage charges, excluding conveyance charges of materials, including the cost of machinery, labour charges, mixing, placing in position, leveling, vibrating, curing etc. complete for finished item of work. (Using concrete mixer)

Damp proof course 50mm thick with 1:2:4 cement concrete Nominal mix, using 12mm hard broken stone aggregate including cost of all materials, seigniorage charges, excluding conveyance charges of materials including the cost of machinery, labour charges, mixing, placing in position, leveling, vibrating, curing etc. complete for finished item of work. (Using concrete mixer)

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded



1 2 3 4 5 6

Sl.No



Amount

27

M.Tonns 49057.50 6868.05 55925.55

28

M.Tonns 48476.00 6786.64 55262.64

29

M.Tonns 49057.50 6868.05 55925.55

30

M.Tonns 48476.00 6786.64 55262.64

BRICK WORK, HONEY - COMBWORK

31Cu.m 2858.64 400.21 3258.85

32 Brick Masonry in CM (1:4) with Bricks traditional size 23 x 11 x 7 cms 2nd class Cu.m 2726.64 381.73 3108.37

33 Brick Masonry in CM (1:5) with Bricks traditional size 23 x 11 x 7 cms 2nd class Cu.m 2647.44 370.64 3018.08

34 Brick Masonry in CM (1:6) with 2nd class Bricks traditional size 23 x 11 x 7 cms Cu.m 2594.64 363.25 2957.89

35 Brick Masonry in CM (1:8) with Bricks traditional size 23 x 11 x 7 cms 2nd Class Cu.m 2528.64 354.01 2882.65

36 Brick Masonry in CM (1:3) with Bricks traditional size 23 x 11 x 7 cms 1st Class Cu.m 2858.64 400.21 3258.85

37 Brick Masonry in CM (1:3) with Modular Bricks 19 x 9 x 9 cms 2nd class Cu.m 3493.99 489.16 3983.15





42

Sq.m 342.22 47.91 390.13

43

Sq.m 3428.18 479.95 3908.13

44

Cu.m 3418.40 478.58 3896.97

45

Cu.m 7916.85 1108.36 9025.21

46Cu.m 7443.91 1042.15 8486.05

47Cu.m 8429.01 1180.06 9609.07

48 Cut Stone Masonry in CM 1:2 Cu.m 3044.05 426.17 3470.22

49 CRS Masonry in CM (1:2) 1st Sort Cu.m 2491.86 348.86 2840.72




53 CRS Masonry in CM (1:6) 2nd Sort Cu.m 1537.46 215.24 1752.70

Supplying, fitting and placing HYSD bar reinforcement in foundation complete including wastage, as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars 36 mm dia and above, where welding required to be done compulsorily.

Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded.

Supplying, fitting and placingTMT bar reinforcement in foundation complete including wastage, as per drawings and technical specifications Clauses 1000 and 1202 MORD & 1100, 1600 MORTH for Bars 36 mm dia and above, where welding required to be done compulsorily.

Supplying, fitting and placing MS bar reinforcement in foundation complete as per drawings and technical specifications for Bars below 36 mm dia including over laps and wastage, where they are not welded

Brick Masonry in CM (1:3) with Bricks with traditional size 23 x 11 x 7 cms 2nd class

11.5 cm wide Brick masonry for super-structure on ground floor in cm (1:3) using second class traditional size bricks including cost of all materials, seigniorage charges, labour and all operations for constructing half brick masonry, mixing cement mortar, curing etc., complete for finished item of work, but excluding conveyance charges of materials.

Reinforced Brick Masonary walls of 11.5cm in CM(1:6) using FlyAsh bricks having a crushing strength of not less than 35.00kg/cm2 and using two mild steel bars of 6m dia in every third layer of brick masory, with free joints of the main block work including cost and seignorage charges and conveyance of all materials and water from approved sources to work site and all operational, incidental, labour charges such as scaffolding mixing mortor constructing masonary lift charges, curing etc. complete but excluding the cost of steel and its fabrication charges for finished item of work as per SS 509

Exposed brick masonry for super structure on ground floor in cm (1:6) using wire cut bricks or moulded bricks including making horizontal and vertical grooves 10mm Wide 12mm deep, cost of all materials, seigniorage charges, labour and all operations, mixing cement mortar, curing etc., complete for finished item of work, but excluding conveyance charges of materials

Brickwork in arches in cement mortar 1:4 complete including centering and shuttering excluding pointing and plastering as per drawing and technical specifications Clauses 606 and 1205.1 MORD

Honey Comb work with Bricks of traditional Size and Plastered One Coat 10 mm. thick Cement Mortar 1:5 including White Washing 2 Coats

Honey Comb work with Bricks of Modular Size and Plastered One Coat 10 mm. thick Cement Mortar 1:5 including White Washing 2 Coats

STONE MASONRY, DAMP PROOF COURSE, DRY STONE PACKING, QUARRY RUBBISH & GRAVEL BACKING



1 2 3 4 5 6

Sl.No



Amount

54

Cu.m 7958.95 1114.25 9073.21

55 Ashlar Arch Work in Cement Mortar (1:4) Cu.m 5476.41 766.70 6243.11

56 Rubble Arch Work in Cement Mortar (1:4) Cu.m 3659.38 512.31 4171.69

57

Cu.m 5841.84 817.86 6659.70

58 RCC Grade M 25 (Design mix) Cu.m 5676.84 794.76 6471.60

59 RR Masonry in CM (1:6) Cu.m 2179.86 305.18 2485.04

60 RR Masonry in CM (1:8) Cu.m 2070.96 289.93 2360.89

61 Dry Stone Masonry for Retaining Walls Cu.m 618.59 86.60 705.19

62 Dry Stone Masonry for Well steining Cu.m 725.59 101.58 827.17

63Sq.m 260.70 36.50 297.20

64 Flush Pointing with CM (1:3) to Brick / CRS Masonry Sq.m 158.61 22.20 180.81

65 Flush Pointing with CM (1:3) to RR Masonry Sq.m 158.61 22.20 180.81

66 Raised Pointing with CM (1:3) to RR Masonry Sq.m 283.72 39.72 323.44

67Sq.m 96.95 13.57 110.52

PLASTERING

68 Plastering with CM (1:3), 12 mm thick Sq.m 84.89 11.88 96.77








76Sq.m 181.00 25.34 206.34

77Sq.m 174.40 24.42 198.81

RCM FACIA WORKS

78

Sq.m 762.76 106.79 869.54

79

Sq.m 200.93 28.13 229.05

80 (a) Natural cement finish using ordinary cement. 232.63 32.57 265.20

81 (b) Dark coloured finish using ordinary cement and pigment 258.45 36.18 294.63

82 (c) Light coloured finish using white cement and pigment 261.06 36.55 297.61

Coursed rubble stone masonry arch (Ist sort) in cement mortar (1:4) complete including centering etc. complete as per drawing and technical specifications Clauses 706 and 1205.1

Providing & Laying reinforced cement concrete arch complete including centering and shuttering excluding reinforcement as per drawings and technical specifications Clauses 800, 900 and 1205.1

Damp Proof, Course Damp Proof (or anti Proof) Course with Cuddapah / Shabad slabs 50 mm. thick in CM (1:3) (Unit - 10 sqm)

Raised and cut pointing on coursed or Ashlar stone masonry or concrete block walling in white cement mortar 1 : 3 (1 white cement : 3 marble dust).

Plastering with CM 2 coats, 20 mm thick, base coat in CM (1:6), 16mm thick and top coat in CM (1:4), 4mm thick with Dubara sponze finishing.

Plastering with CM 2 coats, 12 mm thick, base coat in CM (1:5), 8mm thick and top coat in CM (1:3), 4mm thick with sponze finishing.

RCM facia 5cm thick in CM (1:3) for drop walls, fins with rabbit wire mesh & nominal reinforcement as directed by Engineer-in-charge with dubara sponge finishing, including cost & conveyance of all materials to site, seigniorage charges, sales & other taxes on all materials, operational & incidental, cost and conveyance of cement, wire mesh, water to work site, centering, scaffolding and form work, lift charges etc., complete for finished items of work but excluding cost of steel & its fabrication charges, for finished item of work. (APSS No.403 & 903)

20 mm thick rough cast exterior cement plaster on walls upto height of 10 metres above ground level consisting of 10 mm thick backing coat of 1 : 3 cement mortar (1 cement : 3 sand) and 10 mm thick finishing coat of 1 : 3 cement mortar (1 cement : 3 coarse aggregate of size 6 mm to 10 mm) including arrises, chamfers and/or rounded angles not exceeding 80 mm in girth.

Rough cast exterior cement plaster on walls upto a height of 10 metres above ground level with a mixture of sand and gravel or crushed stone graded from 6 mm to 10 mm nominal size dashed over and including fresh plaster in two coats, backing coat 10 mm cement plaster 1 : 3 (1 cemen" : 3 sand) and finishing coat 10 mm cement plaster with cement mortar 1:3 (1 cement: 3 sand) mixed with 10% finely grounded hydrated lime by volume of cement including arrises, chamfers and/or rounded angles not exceeding 80 mm in girth.



1 2 3 4 5 6

Sl.No



Amount

83

222.90 31.21 254.10

Plain Cement Mortar Bands :

84 (a) Flush Band :- Rmt's 212.47 29.75 242.21

85 b) Sunk band :- Rmt's 212.47 29.75 242.21

86 C) Raised Band :- Rmt's 250.85 35.12 285.97

87 Flush Band :- Sq.m 172.58 24.16 196.75

88 Sunk band :- Sq.m 186.98 26.18 213.15

89 Raised band Sq.m 210.96 29.53 240.50

Moulded Cement Mortar Bands 15 mm

90Rmt's 485.93 68.03 553.96

91

Cu.m 1484.23 207.79 1692.02

FLOORING

92

Sq.m 266.71 37.34 304.05

93

Sq.m 284.11 39.78 323.89

94

Sq.m 965.06 135.11 1100.16

95

Sq.m 420.77 58.91 479.68

Pebble dash exterior plaster on walls upto a height of 10 metres above ground level with a mixture of washed pebble or crushed stone graded from 6 mm to 12 mm nominal size dashed over and including fresh cement plaster in two coats, backing coat 10 mm cement plaster 1 : 3 (1 cement : 3 sand) and finishing coat 10 mm cement plaster 1 : 3 (1 cement : 3 sand) mixed with 10% finely grounded hydrated lime by volume of cement including arrises, chamfers and/or rounded angles not exceeding 80 mm in girth

20 mm thick plain cement mortar bands in cement mortar 1 : 4 (1cement : 4 sand) upto 300 mm in width

20 mm thick plain cement mortar bands in cement mortar 1:4(1 cement: 4 sand) above 300 mm in width

15 mm thick moulded cement mortar band in cement mortar 1 : 4 (1cement: 4 sand)

Masonry work in CM (1:8) prop with Flyash Cement solid blocks of size 290 x 225 x 140 mm for manufacturing of flyash solid blocks using flyash of 80 kgs, cement of 15 kgs. Gypsum of 5 kgs. and stone dust including cost and conveyance of all materials, labour charges, seiniorage charges, scaffolding and curing etc., cpomplete with a compresive streangth not lessthan 50 kg/sqm for walls for Superstructure Walls.

Flooring with 25mm thick polished shabad stones set over base coat of CM (1:8) over already laid CC bed / RCC Roof Slab, including neat cement slurry of honey like consistency spread @ 3.3 kgs per sqm. & Jointed with neat cement to full depth including cost of all materials like cement, sand, and water and flooring stones etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, but excluding the cost of conveyance of all materials.

Flooring with 40 mm thick Rough Cuddapah/Shabad stones, set over base coat of cement mortar (1 : 8) 12 mm thick over CC bed already laid or RCC roof slab, including pointing with cement mortar 1:3 duly filling joints nearly, including cost of all materials like flooring stone, cement, sand, and water etc., complete, including seigniorage charges, labour charges for dressing of flooring stones etc., complete for finished item of work, but excluding the cost of conveyance of all materials.

Flooring with polished marble slab 20 mm thick set over base coat of cement mortar (1:6) 20 mm thick (joints of stone must be flushed) over CC bed already laid or RCC roof slab, including near cement slurry of honey like consistency spread @ 3.30 kgs per sqm. Jointed with neat cement to full depth mixed with pigment of matching shade, including cost of all materials like flooring slab, cement, sand, and water etc., complete, including seigniorage charges, labour charges for dressing, rubbing and polishing of flooring stones etc., complete for finished item of work, but excluding the cost of conveyance of all materials.

Flooring with chequrred terrazzo tiles of 22 mm thick (medium shade) set over base coat of cement mortar (1:6) 12 mm thick over CC bed already laid or RCC roof slab, including near cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed with neat cement to full depth mixed with pigment of matching shade including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, complete for finished item of work, but excluding the cost of conveyance of all materials.



1 2 3 4 5 6

Sl.No



Amount

96

Sq.m 1242.37 173.93 1416.30

97

Sq.m 657.69 92.08 749.77

98

Sq.m 2388.60 334.40 2723.00

99

Sq.m 726.86 101.76 828.62

100

Sq.m 1119.79 156.77 1276.56

101

Sq.m 680.97 95.34 776.31

102

Sq.m 186.83 26.16 212.99

103

Sq.m 483.08 67.63 550.71

Flooring with vitrified tiles of 1st quality, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials.

Flooring with ceramic tiles, set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste to full depth mixed with pigment of matching shade, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials.

Flooring with high polished granite 16 to 18 mm mm thick slabs other than black set over base coat of cement mortar (1:8), 20 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like cement, sand water and tilesetc., complete, including seigniorage charges, labour charges for dressing of tilesetc., complete for finished item of work, but excluding the cost of conveyance of all materials

Flooring with marble tiles polished 8 mm thick set over base coat of cement mortar (1:8), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Flooring with granite stone tiles 8 mm thick (mirror polished of all shades) set over base coat of cement mortar (1:6), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials.

Flooring with decorated white back ground glazed tiles, set over base coat of cement mortar (1:6), 12 mm thick over CC bed already laid or RCC roof slab, including neat cement slurry of honey like consistency spread @ 3.3.kgs per sqm & jointed neatly with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like cement, sand water and tiles etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Gronolithie Concrete Flooring 20 mm thick with (1:1:2), using 6mm to 12 mm size hard granite machine crushed metal laid over CC bed already laid or RCC roof slab, in alternate panels of size not exceeding 1.50 m x 1.50 m and finishing the top surface to required smoothness and slopes and thread lining including cost of all materials like cement, metal, sand and water etc., complete, including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Providing skirting to internal walls to 15 cm height/risers of steps with ceramic tiles 7.30 mm thick length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials



1 2 3 4 5 6

Sl.No



Amount

104

Sq.m 1114.67 156.05 1270.72

105

Sq.m 1736.00 243.04 1979.04

106

Sq.m 1070.28 149.84 1220.12

107

Sq.m 291.38 40.79 332.18

108

Sq.m 285.76 40.01 325.77

109Sq.m 4831.83 676.46 5508.29

110Sq.m 46.64 6.53 53.17

ROOFING & CEILING

111

Sq.m 34.55 4.84 39.39

112

Sq.m 40.78 5.71 46.49

113

Sq.m 48.56 6.80 55.36

Providing skirting to internal walls to 15 cm height/risers of steps with marble slab……..mm thickness, length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like marble slab, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Providing skirting to internal walls to 15 cm height/risers of steps with vitrified tiles length equal to flooring stones, set over base coat of CM (1:5) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Providing skirting to internal walls to 15 cm height/risers of steps with 8 mm thick mirror polished granite tiles length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like tiles, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Providing skirting to internal walls to 15 cm height/risers of steps with 25 mm thick polished Cuddapah stone length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like Cuddapah stone, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Providing skirting to internal walls to 15 cm height/risers of steps with 25 mm thick polished Shahabad stone length equal to flooring stones, set over base coat of CM (1:3) 12 mm thick with cement slurry of honey like consistency spread at the rate of 3.30 kgs per sqm and jointed with white cement paste mixed with pigment of matching shade to full depth, including cost of all materials like Shahabad stone, cement, sand and water etc., complete including seigniorage charges, etc., complete for finished item of work, but excluding the cost of conveyance of all materials

Teak Wood Flooring 40mm. Thick Tongued and Grooved Planks, including cost of all materials, labour etc., complete

Flooring with Gravel 150 mm thick including cost of all materials, labour, watering etc., complete

Roofing with corrugated G.I sheets 0.80mm thick fixed with G.I ‘J’ bolts & nuts 8 mm dia with bitumen & G.I limpet washers filled with white lead & including a coat of approved steel primer and two coats of approved paint on over lapping of sheets complete (up to a pitch of 600) and seigniorage charges, etc., complete, excluding the cost of purlins, rafters, trusses & cost of conveyance of all materials





1 2 3 4 5 6

Sl.No



Amount

114

Sq.m 2.07 0.29 2.36

115

Sq.m 216.01 30.24 246.25

116

Sq.m 308.95 43.25 352.20

117

Sq.m 350.75 49.11 399.86

118

Sq.m 350.75 49.11 399.86

119

Sq.m 994.25 139.20 1133.45

120

Sq.m 656.08 91.85 747.93

Gypboard Suspended false ceiling

121

Sq.m 1029.92 144.19 1174.11

Gyp Board Fine Line Grid false ceiling

122

Sq.m 854.71 119.66 974.37

Armstrong False ceiling

Roofing with 6 mm thick corrugated asbestos cement sheets, fixing with G.I ‘J’ bolts & nuts 8 mm dia G.I plain washers complete including seigniorage charges etc., complete for finished item of work, but excluding the cost of purlins, rafters, trusses & cost of conveyance of all materials – upto 600 pitch.

Providing impervious coat to exposed RCC roof slab surface with CM(1:3), 20mm thick with 1kg of water proof compound per bag of cement laid over roof when it is green including cost of all materials, seigniorage charges, excluding conveyance charges of materials and including all operational, incidental and labour charges for mixing mortar, laying, rendering smooth and thread lining, curing, rounding off junctions of wall and slab etc,, complete for finished item of work

Providing & fixing insulating board ceiling of approved quality with nails etc., complete, excluding the cost of frame work for base and cost of conveyance of all materials

Providing & fixing hard board sheet ceiling of approved quality with nails etc., complete, excluding the cost of frame work for base and cost of conveyance of all materials

Providing & fixing flat pressed 3 layer medium density particle board sheet with necessary nails etc., complete, excluding the cost of frame work for base and cost of conveyance of all materials

Providing & fixing plain AC sheet ceiling of approved quality with necessary nails etc., complete, excluding the cost of frame work for base and cost of conveyance of all materials

Providing 10 mm thick plaster of paris (Gypsum anhydrous) ceiling upto a height of 5 m above floor level over first class BT wood strips 25 x 6 mm with 10 mm gap in between and reinforced with rabbit wire mesh fixed to wooden frame excluding cost of wooden frame for base & cost of conveyance of all materials.

Supplying and fixing Gyp Board Suspended regular single layer false ceiling (GS-MFSC-4.1 as per India Gypsum) using 12.5 mm thick Gyp Board conforming to IS 2095 - 1982 fixing to Gyp steel GI perimeter channels of size 20 mm x 27 mm x 30 mm(web) of 0.55 mm thick along the perimeter of ceiling screw fixed to brick work/ partition at 610 mm c/c and suspending the frame work using Intermediate channels (45 mm x 15mm x 15mm x 0.9 mm) from soffit at 1220 mm c/c with ceiling angle (25 mm x 10 mm x 0.55 mm) fixed with GI Cleat and steel expansion fasteners & connecting clip to the ceiling channels (with knurled web of 51.5 mm x 26 mm x 10.5 mm x 0.55 mm) fixed in direction perpendicular to the intermediate channel at 457 mm c/c and fixing the 12.5 mm tapered edge Gypboard with 25 mm drywall screws at 230 mm c/c & jointing and finishing using joint compound and paper tape to have a flush look including filling the tapered & square edges with jointing compound, two coats of drywall topcoat complete for finished item of work as per Idia Gypsum Ltd specification.

Supplying and fixing Gyp Board Fine Line Grid false ceiling (GS-FLC-4.6 as per India Gypsum) in size 600 mm x 600 mm using 12.5 mm thick/ 9.5 mm thick Gyp Board sheet tiles of size 595 mm x 595 mm or 595 mm x 1195 mm conforming to IS 2095 - 1982 fixing to Gyp steel precoated GI wall angle of size 25 mm x 25 mm x of 0.70 mm thick along the perimeter of ceiling screw fixed to brick work/ partition at 610 mm c/c and suspending the frame work using precoated GI Tee section (24 mm x 38 mm x 0.7 mm) from soffit at 1220 mm c/c fixed with GI Soffit Cleat, rawl plugs and steel expansion fasteners & connecting clip to the GI T section with 4 mm dia GI Rod with galvanised spring steel level clip of PVC unversal holding clips system at 1200 mm c/c and fixing the 12.5 mm / 9.5 mm Gypboard Sheet tiles of size 595 mm x 595 mm or 595 mm x 1195 mm and finishing two coats of drywall topcoat complete for finished item of work as per Idia Gypsum Ltd specification.



1 2 3 4 5 6

Sl.No



Amount

123

Sq.m 1026.05 143.65 1169.70

Thermocole False ceiling 0.00 0.00

124

Sq.m 468.78 65.63 534.41

WHITE WASHING, COLOUR WASHING & DISTEMPERING

125

Sq.m 10.90 1.53 12.43

126

Sq.m 17.99 2.52 20.51

127

Sq.m 24.79 3.47 28.27

128 Distempering, 2 Coats with Water Bound Distemper Sq.m 50.66 7.09 57.75

129 Distempering, 2 Coats with Oil Bound Distemper Sq.m 44.74 6.26 51.01

PAINTING & VARNISHING

130

Sq.m 576.59 80.72 657.31

131 Painting, Priming Coat on New Wood Work Sq.m 27.24 3.81 31.05

132 Painting, Priming Coat on New Iron Work Sq.m 29.55 4.14 33.69

133 Varnishing to Wood Work, One Coat Sq.m 45.40 6.36 51.76

134 Varnishing to Wood Work, Two Coats Sq.m 71.40 10.00 81.40

Painting with Ready mixed oil paint (all colours)

135 i. One Coat - New Wood Work : Sq.m 35.95 5.03 40.98

136 Two Coats - New Wood Work : Sq.m 62.20 8.71 70.91

137 One Coat - Old Wood Work & New Iron Work : Sq.m 34.95 4.89 39.84

138 Two Coats - Old Wood Work & New Iron Work: Sq.m 58.20 8.15 66.35

139 One Coat - Old Iron Work : Sq.m 31.95 4.47 36.42

140 Two Coats - Old Iron Work : Sq.m 52.35 7.33 59.68

141 Three Coats - Old Iron Work : Sq.m 76.75 10.75 87.50

142 Three Coats - New Wood Work : Sq.m 87.90 12.31 100.21

Providing and fixing in true horizontal level 600 mm x 600 mm 15 mm thick Arm strong false ceiling system manufactured by M/s Arm strong world Industries using hot dipped Galvanised Steel section exposed surface with pre-coated capping, main Tee of size 24 x 32 mm at every 1200 mm c/c maximum and rotary stiched cross tee of size 24 x 27 mm at evry 600 mm c/c and sub-cross tee of size 24 mm x 25 mm at 1200 mm c/c and wall angle of size 19 x 19 mm fixed to periphery of the wall and the above grid is suspended at every 1200 mm c/c in both directions using 2.0 mm thick pre-straightened GI Wire laying fine fissured butt edge ceiling tiles of 15 mm thick mineral fiber Board manufactured by M/s Arm Strong World Industries Ltd., having RH 99% and for finished of size 600 x 600 mm including Cost &conveyance of all materials and labour charges such as cutting , fixing of standing of frame work exposing roof making complete for finished item of work

Providing and fixing Thermocole False ceiling in true horizontal level 600 mm x 600 mm using 15 mm/ 19 mm thick Thermocole sheet anodised Aluminium Tee sections of size 24.50 mm x 24.0 mm x 2.4 mm in grid with cross tee of size 24 x 24.5 mm at every 600 mm c/c and anodised aluminium wall angle of size 24 x 24 mm fixed to periphery of the wall and the above grid is suspended at every 1200 mm c/c in both directions using 2.0 mm thick GI Wire for finished of size 600 x 600 mm including Cost &conveyance of all materials and labour charges such as cutting , fixing of standing of frame work exposing roof making complete for finished item of work

White washing one coat with whiting of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

White washing two coats with whiting of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

White washing three coats with whiting of approved quality to give an even shade after thoroughly brushing the surface to remove all dirt and remains of loose powdered materials including cost of all materials, labour charges and incidental such as scaffolding, lift charges etc., complete for finished item of work, but excluding conveyance charges of materials

Painting to new walls with 2 coats of water proof cement paint of apporved brand and shade over a base coat of approved cement primer grade I making making 3 coats in all to give an even shade after thourughly brushing the surface to remove all dirt and remains of loose powdered materials, including cost and conveyance of all materials to work site and all operational, incidental, labour charges etc. complete for finished item of work as per SS 912 for internal walls



1 2 3 4 5 6

Sl.No



Amount

Painting with :

143Sq.m 32.25 4.52 36.77

144 Plastic Emulsion paints - One Coat for Old Iron Work : Sq.m 30.45 4.26 34.71

145 Plastic Emulsion paints - Two Coats for New Wood Work : Sq.m 53.70 7.52 61.22

146 Plastic Emulsion paints - Two Coats for Old Wood Work & New Iron Work : Sq.m 51.90 7.27 59.17

147 Plastic Emulsion paints - Two Coats for New Iron Work : Sq.m 49.05 6.87 55.92

148 Plastic Emulsion paints - Two Coats for Old Iron Work : Sq.m 47.25 6.62 53.87

149 Plastic Emulsion paints - Three Coats for New Wood Work : Sq.m 70.50 9.87 80.37

150 Plastic Emulsion paints - Three Coats for Old Iron Work : Sq.m 65.85 9.22 75.07

151Sq.m 31.85 4.46 36.31

152 Painting with Synthetic Enamel paints - One Coat - For Old Iron Work Sq.m 31.75 4.45 36.20

153 Painting with Synthetic Enamel paints - Two Coats - for New Wood Work Sq.m 57.90 8.11 66.01

154 Painting with Synthetic Enamel paints - Two Coats - For Old Wood Work Sq.m 56.20 7.87 64.07

155 Painting with Synthetic Enamel paints - Two Coats - For New Iron Work Sq.m 53.35 7.47 60.82

156 Painting with Synthetic Enamel paints - Two Coats - For Old Iron Work Sq.m 49.95 6.99 56.94

157 Painting with Synthetic Enamel paints - Three Coats - for New Wood Work Sq.m 77.80 10.89 88.69

158 Painting with Synthetic Enamel paints - Three Coats - For Old Iron Work Sq.m 73.25 10.26 83.51

159Sq.m 63.30 8.86 72.16

160 Melamine polishing on wood work (one or more coat) Sq.m 57.67 8.07 65.74

161Sq.m 107.51 15.05 122.56

WOOD WORK, ALUMINUM DOORS, WINDOWS, VENTILATORS Etc.,

162 Best Teak Wood wrought and put up to 2 meters (Schedule Item No 286) Sq.m 84662.50 11852.75 96515.25

163Sq.m 88194.50 12347.23 100541.73

164Sq.m 91725.50 12841.57 104567.07

165Sq.m 69815.50 9774.17 79589.67

Single Shutter

166 800 x 2000 mm Sq.m 4944.25 692.20 5636.45

167 900 x 2000 mm Sq.m 5263.94 736.95 6000.90

168 1100 x 2000 mm Sq.m 6505.44 910.76 7416.20

169 1200 x 2100 mm Sq.m 7345.37 1028.35 8373.73

170 900 x 2100 mm Sq.m 5613.07 785.83 6398.90

171 1500 x 2400 mm Sq.m 9564.34 1339.01 10903.35

Double Shutter

172 900 x 2000 mm Sq.m 5701.85 798.26 6500.11

173 1000 x 2000 mm Sq.m 6185.75 866.01 7051.76

174 1300 x 2200 mm Sq.m 8025.69 1123.60 9149.29

175 1400 x 2300 mm Sq.m 8820.09 1234.81 10054.90

Single Shutter

176 800 x 2000 mm Sq.m 5481.82 767.46 6249.28

177 900 x 2000 mm Sq.m 5957.09 833.99 6791.08

178 1200 x 2100 mm Sq.m 8267.52 1157.45 9424.97

179 1300 x 2200 mm Sq.m 9085.06 1271.91 10356.97

180 900 x 2100 mm Sq.m 6334.24 886.79 7221.03

181 1000 x 2100 mm Sq.m 7177.22 1004.81 8182.03

Double Shutter

182 900 x 2000 mm Sq.m 6305.29 882.74 7188.03

183 1000 x 2000 mm Sq.m 6881.28 963.38 7844.66

184 1100 x 2000 mm Sq.m 7254.20 1015.59 8269.79

185 1400 x 2300 mm Sq.m 11095.07 1553.31 12648.38

186 1500 x 2400 mm Sq.m 10494.30 1469.20 11963.50

187 Furniture - Iron - for External doors (Schedule Item 292) Sq.m 2122.00 297.08 2419.08

188 Furniture - Iron - Internal doors (Schedule Item 293) Sq.m 1335.00 186.90 1521.90

i. Plastic Emulsion paint Grade I - One Coat for New Wood Work, Old Wood Work & New Iron Work :

Painting with Synthetic Enamel paints - One Coat - for New Wood Work, Old Wood Work & New Iron Work

Polishing on wood work with readymade wax polish of approved brand and manufacture

French Spirit polishing Two or more coats on new works including a coat of wood filler.

Best Teak Wood wrought and put up over 2 metres and below 3 metres in length (Schedule Item No 287)

Best Teak Wood wrought and put up in large scantling of over 3 metres in length (Schedule Item No 288)

Best Teak Wood wrought and put up for trusses including straps and all iron work (Schedule Item No 289)

Fully Panelled doors - External or Internal - Moulded panels (Schedule Item No 290)

Fully Panelled doors - Internal Five Ply - Ply-wood Panels (Schedule Item No 291)



1 2 3 4 5 6

Sl.No



Amount

Glazed and Panelled doors (Schedule Item No. 294)

Single Shutter

189 800 x 2000 mm Sq.m 4893.25 685.05 5578.30

190 900 x 2000 mm Sq.m 5249.37 734.91 5984.28

191 1200 x 2100 mm Sq.m 7296.91 1021.57 8318.48

192 1300 x 2200 mm Sq.m 7992.08 1118.89 9110.97

Double Shutter

193 900 x 2000 mm Sq.m 5751.67 805.23 6556.90

194 1000 x 2000 mm Sq.m 6162.53 862.75 7025.28

195 1100 x 2000 mm Sq.m 6518.65 912.61 7431.26

196 1400 x 2300 mm Sq.m 8696.85 1217.56 9914.41

197 1500 x 2400 mm Sq.m 9375.58 1312.58 10688.16

Framed and Planked Doors (Schedule Item No. 296)

198 1000 x 2000 mm Sq.m 6619.97 926.80 7546.76

199 1200 x 2100 mm Sq.m 7904.53 1106.63 9011.16

Country wood Framed and Planked Doors (Schedule Item No. 297)

Single Shutter :

200 1000 x 2000 mm Sq.m 6619.97 926.80 7546.76

201 1200 x 2100 mm Sq.m 7904.53 1106.63 9011.16

Ledged Braced and Planked Doors (Schedule Item No. 299)

Single Shutter :

202 800 x 2000 mm Sq.m 5160.25 722.44 5882.69

203 1000 x 2100 mm Sq.m 6273.30 878.26 7151.56

204 800 x 2000 mm Sq.m 5160.25 722.44 5882.69

205 1000 x 2100 mm Sq.m 6273.30 878.26 7151.56

Single Shutter :

206 900 x 2000 mm Sq.m 4596.36 643.49 5239.85

207 1000 x 2100 mm Sq.m 5192.63 726.97 5919.59

Windows Glazed (Schedule Item No. 302)

Single Shutter :

208 600 x 1200 mm Sq.m 2106.53 294.91 2401.45

209 800 x 1200 mm Sq.m 2765.21 387.13 3152.33

Double Shutter :

210 1000 x 1200 mm Sq.m 3214.36 450.01 3664.37

211 1200 x 1200 mm Sq.m 4403.85 616.54 5020.39

212 1500 x 1200 mm (3 Pannels) Sq.m 5287.10 740.19 6027.29

213 1000 x 1700 mm (2 Pannels) Sq.m 4574.65 640.45 5215.10

214Sq.m 1264.00 176.96 1440.96

215Sq.m 1112.00 155.68 1267.68

216Sq.m 556.00 77.84 633.84

Windows Panelled (Schedule Item No. 306)

Single Shutter

217 600 x 1200 mm Sq.m 2430.58 340.28 2770.86

218 700 x 1200 mm Sq.m 2693.33 377.07 3070.40

Double Shutter

219 800 x 1200 mm Sq.m 3175.04 444.51 3619.54

220 1000 x 12000 mm Sq.m 3700.54 518.08 4218.62

221 1200 x 1200 mm Sq.m 4992.38 698.93 5691.31

222 900 x 1200 mm Sq.m 3492.53 488.95 3981.48

Windows Panelled & Glazed (Schedule Item No. 307)

Single Shutter

223 600 x 1200 mm Sq.m 8484.91 1187.89 9672.79

Double Shutter

224 900 x 1200 mm Sq.m 3344.88 468.28 3813.16

225 1200 x 1200 mm Sq.m 4858.99 680.26 5539.24

226 1500 x 1200 mm (3 Pannels) Sq.m 5942.32 831.93 6774.25

Country wood Ledged Braced and Planked Doors (Schedule Item No. 300)

Flush type Doors with 35mm Thick Flush Shutters with Bondwood solied Block Board Type Faced on Both the sides with Commercial Type Plywood (Schedule Item No. 301.)

Furniture for Double Leaf Windows Glazed With Top Lights (Schedule Item No. 303)

Furniture for Double Leaf Windows Glazed without Top Lights (Schedule Item No. 304)

Furniture for Single Leaf Windows Glazed without Top Lights (Schedule Item No. 305)



1 2 3 4 5 6

Sl.No



Amount

227Sq.m 976.00 136.64 1112.64

228Sq.m 1952.00 273.28 2225.28

229 600 x 1200 mm (half Shutters) Sq.m 2156.89 301.96 2458.86




233 800 x 500 mm Sq.m 1009.26 141.30 1150.55

234 1000 x 500 mm Sq.m 1205.74 168.80 1374.55

235 1200 x 600 mm Sq.m 1626.80 227.75 1854.56

Swing Ventilators - Glazed (Schedule Item No. 313)

236 800 x 500 mm Sq.m 1463.97 204.96 1668.92

237 1000 x 500 mm Sq.m 1601.06 224.15 1825.21

238 1200 x 600 mm Sq.m 2216.01 310.24 2526.25

239

Sq.m 8.45 1.18 9.64

240

Sq.m 9.30 1.30 10.60

241

Sq.m 13.61 1.91 15.51

242

Sq.m 10.23 1.43 11.66

243 Washing and cleaning of decorated wall surfaces with soap, soda and water Sq.m 7.29 1.02 8.31

244Sq.m 8.02 1.12 9.14

245Sq.m 7.29 1.02 8.31

DISMANTLING & DEMOLITION

246 Lime concrete. Cu.m 298.25 41.76 340.01

247 Unreinforced cement concrete upto 15 cm thicknes Cu.m 563.18 78.84 642.02

248 Unreinforced cement concrete more than 15 cm thickness Cu.m 1093.02 153.02 1246.05

249 R.C.C. work Cu.m 971.42 136.00 1107.42

250 Reinforced Brick work: Cu.m 921.47 129.01 1050.48

251

Sq.m 273.21 38.25 311.45

252 Not exceeding 3 sq.m. in area: Each 116.15 16.26 132.41

253 Exceeding 3 sq.m. in area Each 144.48 20.23 164.71

254 Not exceeding 3 sq.m. in area: Each 75.14 10.52 85.66

255 Exceeding 3 sq.m. in area Each 89.08 12.47 101.55

MISCELLANEOUS BUILDING ITEMS

256

Each 4644.11 650.18 5294.28

Furniture for Windows Panelled : Single Leaf with half Shutters (Schedule Item No. 308)

Furniture for Windows Panelled : Double Leaf with half Shutters (Schedule Item No. 309)

Teak Wood Windows - Ledged Braced and Planked (Schedule Item No. 310)

Ventilators Glazed - Fixed Double Frame and with Wire Netting (Schedule Item No. 312)

Removing white wash or colour wash by steel wire brushing and/or scraping; sand papering and preparing the wall surface smooth including necessary repairs to scratches complete

Removing white wash or colour wash by steel wire brushing and/or scraping; sand papering and preparing the ceiling and/or sloping roofs surface smooth including necessary repairs to scratches complete

Removing white wash or colour wash by steel wire brushing and/or scraping; sand papering and preparing the wall surface smooth including necessary repairs to scratches complete for the wall surface spoiled by smoke soot

Removing white wash or colour wash by steel wire brushing and/or scraping; sand papering and preparing the ceiling and/or sloping roofs surface smooth including necessary repairs to scratches complete for the ceiling surface spoiled by smoke soot

Washing and cleaning of the old plastered ceiling and/or sloping roofs with soap, soda and water

Washing and cleaning of oil and grease spots on decorated wall surface by suitable chemical

Demolishing and disposal of unserviceable materials within 100 metres lead

Demolition including stacking of serviceable materials and disposal of unserviceable materials within 100 metres lead

Extra over item 20.3 for cutting steel bars in R.C.C. of R.B. work (sectional area of R.C.C. or R.B. Work to be measured) Details of cost for one Sq.m. of sectional area—

Dismantling doors, windows and clear storey windows, ventilators etc.; (wood or steel) shutters including chowkhats, architraves, hold fasts and other attachments etc., complete and stacking them within 100 metre lead

Taking out doors, windows and clearestorey window shutters (steel or wood) including stacking within 100 metres lead

Providing and fixing 1.80 metre long RCC fencing posts with 6 mm bar bibs as per design in plate No. 22/2/2. (earth work & concrete to be paid for separately)



1 2 3 4 5 6

Sl.No



Amount

257

Rmt's 8.75 1.22 9.97

ANTE-TERMITE TREATMENT

258

Sq.m 5077.71 710.88 5788.59

CENTERING, FORM WORK etc.

259 Unsupported Roof Height up to - 3.66 M (12'0") Sq.m 8708.03 1219.12 9927.16








267 Up to - 3.66 M (12'0") Sq.m 275.99 38.64 314.63

268 Up to - 7.32 M (24'0") Sq.m 320.54 44.88 365.41



Supplying and fixing galvanised steel barbed wire (IS : 278-1962 Type I) weighing 9.38 Kg per 100 metres (min.), Straining and fixing to any type of standard, rails, straining bolts, including securing with and provision of galvanised mild steel wire, stapples or steel pins, etc., as directed (Posts and struts of wood, concrete, steel, etc.) and straining bolts shall be paid for separately).

Providing Antitermite treatment as per IS 6315 (Part - 2) 2001 (Pre-constructional chemical treatment measures) along the internal & external vertical faces of the columns, plinth beams, basement and top surface of the basement filling below flooring bed as per the specified procedure conforming to IS 6315 (Part-2) 2001 and other relevant approved specification duly using Chlorpyriphos/ Lindane emulsifiable concentrate 20% with 1% concentration @ 7.5 Liters/ sqm of the vertical surface & @ 5.0 Liters/ sqm of the horizontal surface of the substructure to a depth of 500 mm around columns & 300 mm deep around plinth beams, basements & floor filling area including excavation channel along the wall & rodding etc & cost & conveyance of all materials to the site, cost of labour for spraying, rodding etc complete for finished item of work as per the approval of the Engineer-in-Charge

Providing traditional centering, shuttering and scaffolding using Cashewrina balli props and bracings supporting wooden brackets, wooden wall plates, wooden runners and steel plate form work as per the approved plan and other accessories as per the standard trade practice including hire charges for ballies, runners, wooden members and cost and conveyance of all other consumable accessories, taxes etc complete for finished item of work







1 2 3 4 5 6

Sl.No



Amount

271 Up to - 3.66 M (12'0") Sq.m 1933.94 270.75 2204.69

272 Up to - 7.32 M (24'0") Sq.m 1965.64 275.19 2240.82

FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth)

273 Grade M 20 Cu.m 4345.03 608.30 4953.33

274 Grade M 25 Cu.m 4510.03 631.40 5141.43

275 Grade M 30 Cu.m 4620.03 646.80 5266.83

276 Grade M 35 Cu.m 4730.03 662.20 5392.23

277 Grade M 40 Cu.m 4785.03 669.90 5454.93


278 Grade M 20 Cu.m 4543.72 636.12 5179.84

279 Grade M 25 Cu.m 4708.72 659.22 5367.94

280 Grade M 30 Cu.m 4818.718 674.62 5493.34

281 Grade M 35 Cu.m 4928.718 690.02 5618.74

282 Grade M 40 Cu.m 4983.718 697.72 5681.44

RCC SLABS, BEAMS

283 Grade M 20 Cu.m 3870.66 541.89 4412.55

284 Grade M 25 Cu.m 4035.66 564.99 4600.65

285 Grade M 30 Cu.m 4145.658 580.39 4726.05

286 Grade M 35 Cu.m 4255.658 595.79 4851.45

287 Grade M 40 Cu.m 4310.658 603.49 4914.15

FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth)

288 Grade M 20 Cu.m 3895.11 545.32 4440.43

289 Grade M 25 Cu.m 4060.11 568.42 4628.53

290 Grade M 30 Cu.m 4170.11 583.82 4753.93

291 Grade M 35 Cu.m 4280.11 599.22 4879.33

292 Grade M 40 Cu.m 4335.11 606.92 4942.03


293 Grade M 20 Cu.m 4631.37 648.39 5279.76

294 Grade M 25 Cu.m 4796.37 671.49 5467.86

295 Grade M 30 Cu.m 4906.369 686.89 5593.26

296 Grade M 35 Cu.m 5016.369 702.29 5718.66

297 Grade M 40 Cu.m 5071.369 709.99 5781.36

RCC SLABS, BEAMS

298 Grade M 20 Cu.m 3570.86 499.92 4070.78

299 Grade M 25 Cu.m 3735.86 523.02 4258.88

300 Grade M 30 Cu.m 3845.856 538.42 4384.28

301 Grade M 35 Cu.m 3955.856 553.82 4509.68

302 Grade M 40 Cu.m 4010.856 561.52 4572.38


Supply and placing of the Design Mix Concrete corresponding to IS 456 using WEIGH BATCHER / MIXER with 20mm size graded machine crushed hard granite metal (coarse aggregate) from approved quarry including cost and conveyance of all materials like cement, fine aggregate (sand) coarse aggregate, water etc., to site and including Seigniorage charges, sales & other taxes on all materials including all operational, incidental and labour charges such as weigh batching, machine mixing, laying concrete, curing etc.,complete but excluding cost of steel and its fabrication charges for finished item of work (APSS No. 402)with minimum cement content as per IS code from standard suppliers approved by the department including pumping, centering, shuttering, laying concrete, vibrating, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work.

Supply and placing of the Ready Mix (RMC) Standard Design Mix Concrete grade as per IS 4926-2003 with minimum cement content as per IS code 456-2000 using 20 mm graded metal, from standard suppliers approved by the department including pumping, laying concrete, vibrating, curing etc. complete but excluding cots of steel and its fabrication charges, centering, shuttering for finished item of work.



1 2 3 4 5 6

Sl.No



Amount

RATE INCLUDING OVER HEAD CHARGES AND CONTRACTORS PROFIT

303 Ordinary soil Cu.m 65.77 -- 65.77

304 Hard Soil Cu.m 166.69 -- 166.69

305 Ordinary rock (not requiring blasting) Cu.m 84.86 -- 84.86

306

Cu.m 127.45 -- 127.45

307

Sq.m 549.34 -- 549.34

308

Sq.m 129.73 -- 129.73

309

Sq.m 100.16 -- 100.16

310

Sq.m 96.67 -- 96.67

PUBLIC HEALTH & SANITARY ITEMS

(Rate including Overhead Charges and Contractors Profit)

311 80 mm dia pipe Rmt's 16.57 -- 16.57

312 100 mm dia pipe Rmt's 21.06 -- 21.06

313 125 mm dia pipe Rmt's 27.39 -- 27.39

314 150mm dia pipe Rmt's 34.30 -- 34.30

315 200 mm dia pipe Rmt's 49.87 -- 49.87

316 250 mm dia pipe Rmt's 67.38 -- 67.38

317 300 mm dia pipe Rmt's 87.15 -- 87.15

318 350 mm dia pipe Rmt's 109.30 -- 109.30

319 400 mm dia pipe Rmt's 133.40 -- 133.40

320 450mm dia pipe s/s for 5m Rmt's 161.37 -- 161.37

321 500 mm dia pipe Rmt's 188.12 -- 188.12

322 600 mm dia pipe Rmt's 251.16 -- 251.16


324 750 mm dia pipe Rmt's 363.25 -- 363.25

325 800 mm dia pipe Rmt's 405.56 -- 405.56

326 900 mm dia pipe Rmt's 493.03 -- 493.03

327 1000 mm dia pipe Rmt's 594.58 -- 594.58

328 80 mm dia pipe Rmt's 21.79 -- 21.79

329 100 mm dia pipe Rmt's 27.57 -- 27.57

Earthwork excavation for foundation of buildings, culverts, water supply, sanitary lines and electrical conduits either in pits or in trenches 1.5m.and above in widthi,n ordinary soil notexceeding 1.5m.in depth including dressing the bottom and sides of pits and trenches, stacking the excavated soil clear from edges of excavation with lead upto 50 m. after breaking of clods complete as per specifications.

Filling available excavated earth (excluding rock) in sides of foundations upto plinth in layer not exceeding 20 cms. In depth, compacting each deposited layer by ramming after watering with lead upto 50 m. and lift upto 1.5m. Inluding cost of all labour complete as per speicifications.

Providing Ceramic tiles of approved make, shade and size for flooring, treads of steps and landings laid on a bed of 12mm thick, cement mortar 1:3 mix, flush pointing with white cement using colour pigment, including cost of materials, labour, curing, complete as per specifications. for Ceramic Tiles of size 30x30cms.

Providing 20mm thick cement plaster in single coat with cement mortar 1:,6 to stone masonry & concrete surface including rounding off corners wherever required smooth rendering, Providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.

Providing 12mm thick cement plaster in single coat with cement mortar 1:4 to ceiling inclunding & rounded off corners wherever required smooth rendering Providing & removing scaffolding including cost of materials, labour curing complete as per specification

Providing rough cement plastering 15mm thick in single coat with cement mortor 1:6 to brick masonry for base of dadooing works with sand of approved quality, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications.

Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with s/s ends carefully into trenches and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply (Ref to specifications. BIS No.3114/1994)

Lowering C.I. / D.I. Pipes (all classes) and specials (fittings) with flanged ends carefully into trench and laying them true to alignment and gradient including all sundries but excluding cost and conveyance of pipes from source of supply. (Reference to specifications. BIS No.3114/1994)



1 2 3 4 5 6

Sl.No



Amount

330 125 mm dia pipe Rmt's 35.80 -- 35.80

331 150mm dia pipe Rmt's 45.03 -- 45.03

332 200 mm dia pipe Rmt's 64.79 -- 64.79

333 250 mm dia pipe Rmt's 87.72 -- 87.72

334 300 mm dia pipe Rmt's 113.24 -- 113.24

335 350 mm dia pipe Rmt's 142.75 -- 142.75

336 400 mm dia pipe Rmt's 174.05 -- 174.05

337 450mm dia pipe Rmt's 209.57 -- 209.57

338 500 mm dia pipe Rmt's 244.82 -- 244.82

339 600 mm dia pipe Rmt's 328.01 -- 328.01


341 750 mm dia pipe Rmt's 479.16 -- 479.16

342 80 mm dia pipe Each 726.27 -- 726.27

343 100 mm dia pipe Each 865.16 -- 865.16

344 125 mm dia pipe Each 990.58 -- 990.58

345 150 mm dia pipe Each 1223.62 -- 1223.62

346 200 mm dia pipe Each 1735.49 -- 1735.49

347 250 mm dia pipe Each 2090.26 -- 2090.26

348 300 mm dia pipe Each 2401.56 -- 2401.56

349 350 mm dia pipe Each 2828.96 -- 2828.96

350 400 mm dia pipe Each 3255.55 -- 3255.55

351 450 mm dia pipe Each 4570.14 -- 4570.14

352 500 mm dia pipe Each 4863.63 -- 4863.63

353 600 mm dia pipe Each 6163.85 -- 6163.85

354 700 mm dia pipe Each 7193.63 -- 7193.63

355 750 mm dia pipe Each 8049.12 -- 8049.12

356 800 mm dia pipe Each 9573.57 -- 9573.57

357 80 mm dia pipe Each 132.18 -- 132.18

358 100 mm dia pipe Each 144.16 -- 144.16

359 125 mm dia pipe Each 144.16 -- 144.16

360 150 mm dia pipe Each 150.14 -- 150.14

361 200 mm dia pipe Each 150.14 -- 150.14

362 250 mm dia pipe Each 153.73 -- 153.73

363 300 mm dia pipe Each 159.12 -- 159.12

364 350 mm dia pipe Each 171.10 -- 171.10

365 400 mm dia pipe Each 174.09 -- 174.09

366 450 mm dia pipe Each 186.07 -- 186.07

367 500 mm dia pipe Each 192.05 -- 192.05

368 600 mm dia pipe Each 204.03 -- 204.03

369 650 mm dia pipe Each 210.02 -- 210.02

370 700 mm dia pipe Each 216.00 -- 216.00

371 750 mm dia pipe Each 216.00 -- 216.00

372 800 mm dia pipe Each 329.76 -- 329.76

373 900 mm dia pipe Each 367.18 -- 367.18

374 1000 mm dia pipe Each 391.13 -- 391.13

375 80 mm dia pipe Each 179.43 -- 179.43

376 100 mm dia pipe Each 268.07 -- 268.07

377 125 mm dia pipe Each 273.39 -- 273.39

378 150 mm dia pipe Each 401.11 -- 401.11

379 200 mm dia pipe Each 430.45 -- 430.45

380 250 mm dia pipe Each 609.04 -- 609.04

Jointing CI /DI pipes & fittings with s/s ends including cost of pig lead, hemp yarn and sundries such as cost of fuel for melting lead, filling with water with lead up to 500m and testing to required pressure complete. (Reference to specifications. BIS No.3114/94/12288:1997)

Jointing C.I., D.I. pipes and fittings with rubber gasket (push-on-joint), excluding the cost of the gasket but including all sundries filling with water, with a water lead up to 500m and testing to required pressure, etc. complete Reference to specifications IS 3114/1994/12888/1987

Jointing CI pipes, fittings and valves with flanged ends including cost of jointing materials such as bolts, rubber insertion, white lead including filling with water, with lead up to 500 meters and testing to required pressure complete. (Reference to specifications. BIS No.3114/1994.)



1 2 3 4 5 6

Sl.No



Amount

381 300 mm dia pipe Each 630.33 -- 630.33

382 350 mm dia pipe Each 898.30 -- 898.30

383 400 mm dia pipe Each 1429.01 -- 1429.01

384 450 mm dia pipe Each 1660.42 -- 1660.42

385 500 mm dia pipe Each 1921.97 -- 1921.97

386 600 mm dia pipe Each 2675.05 -- 2675.05

387 700 mm dia pipe Each 3405.07 -- 3405.07

388 750 mm dia pipe Each 3656.52 -- 3656.52

389 80 mm dia Rmt's 57.50 -- 57.50

390 100 mm dia Rmt's 66.34 -- 66.34

391 150 mm dia Rmt's 83.93 -- 83.93

392 200 mm dia Rmt's 87.96 -- 87.96

393 225 mm dia Rmt's 105.27 -- 105.27

394 250 mm dia Rmt's 109.30 -- 109.30

395 300 mm dia Rmt's 113.41 -- 113.41

396 350 mm dia Rmt's 123.59 -- 123.59

397 400 mm dia Rmt's 134.41 -- 134.41

398 450 mm dia Rmt's 146.69 -- 146.69

399 500 mm dia Rmt's 167.78 -- 167.78

400 600 mm dia Rmt's 191.73 -- 191.73

401 Rmt's 184.64 -- 184.64

402 Rmt's 201.91 -- 201.91

403 Rmt's 258.22 -- 258.22

404 Rmt's 348.03 -- 348.03

405 Rmt's 388.46 -- 388.46

406 Rmt's 414.94 -- 414.94

407 Rmt's 716.52 -- 716.52

408 Rmt's 751.06 -- 751.06

409 100mm dia nominal bore Rmt's 804.23 -- 804.23

410 150mm dia nominal bore Rmt's 885.15 -- 885.15

Class 10 & 15 pipes :

411 80 mm dia pipe Rmt's 6.03 -- 6.03

412 100 mm dia pipe Rmt's 7.74 -- 7.74

413 125 mm dia pipe Rmt's 9.94 -- 9.94

414 150 mm dia pipe Rmt's 13.24 -- 13.24

415 200 mm dia pipe Rmt's 21.51 -- 21.51

416 250 mm dia pipe Rmt's 27.57 -- 27.57

417 300 mm dia pipe Rmt's 37.37 -- 37.37

418 350 mm dia pipe Rmt's 45.77 -- 45.77

419 400 mm dia pipe Rmt's 58.41 -- 58.41

420 450 mm dia pipe Rmt's 69.40 -- 69.40

421 500 mm dia pipe Rmt's 85.97 -- 85.97

422 600 mm dia pipe Rmt's 121.38 -- 121.38

Class 20 & 25 pipes :

423 80 mm dia pipe Rmt's 7.15 -- 7.15

424 100 mm dia pipe Rmt's 11.23 -- 11.23

425 125 mm dia pipe Rmt's 14.62 -- 14.62

426 150 mm dia pipe Rmt's 20.62 -- 20.62

Lowering the RCC S/S pipes carefully into the trenches laying them true to alignment and gradient, jointing with rubber rings and testing including filling with water with a water lead upto 500 meters including cost of rubber rings as per BIS No. 783/1985

Lowering and Jointing G.I. pipes and specials / fittings including excavation of trench of 0.5m width and 0.50 m depth in all soils except rock requiring blasting and refilling trenches after laying and jointing pipes and also including cost of jointing materials but excluding the cost of pipes. Reference to specifications. BIS No.783/85













1 2 3 4 5 6

Sl.No



Amount

427 200 mm dia pipe Rmt's 35.30 -- 35.30

428 250 mm dia pipe Rmt's 44.97 -- 44.97

429 300 mm dia pipe Rmt's 64.03 -- 64.03

430 350 mm dia pipe Rmt's 74.04 -- 74.04

431 400 mm dia pipe Rmt's 100.99 -- 100.99

432 450 mm dia pipe Rmt's 121.47 -- 121.47

433 500 mm dia pipe Rmt's 149.03 -- 149.03

434 600 mm dia pipe Rmt's 212.61 -- 212.61

435 80 mm dia meter pipe Each 130.72 -- 130.72












All Classes pipes :

447 63 mm dia pipe Rmt's 172.25 -- 172.25

448 75 mm dia pipe Rmt's 205.06 -- 205.06

449 90 mm dia pipe Rmt's 246.07 -- 246.07

450 110 mm dia pipe Rmt's 300.76 -- 300.76

451 125 mm dia pipe Rmt's 341.77 -- 341.77

452 140 mm dia pipe Rmt's 382.78 -- 382.78

453 160 mm dia pipe Rmt's 437.46 -- 437.46

454 180 mm dia pipe Rmt's 492.14 -- 492.14

455 200 mm dia pipe Rmt's 546.83 -- 546.83

456 225 mm dia pipe Rmt's 615.18 -- 615.18

457 250 mm dia pipe Rmt's 683.53 -- 683.53

458 280 mm dia pipe Rmt's 765.56 -- 765.56

459 315 mm dia pipe Rmt's 861.25 -- 861.25

460 63 mm Dia Rmt's 49.00 -- 49.00

461 75 mm Dia Rmt's 51.61 -- 51.61

462 90 mm Dia Rmt's 55.81 -- 55.81

463 110 mm Dia Rmt's 64.34 -- 64.34

464 125 mm Dia Rmt's 74.72 -- 74.72

465 140 mm Dia Rmt's 87.54 -- 87.54

466 160 mm Dia Rmt's 88.86 -- 88.86

467 180 mm Dia Rmt's 115.17 -- 115.17

468 200 mm Dia Rmt's 121.84 -- 121.84

469 225 mm Dia Rmt's 137.04 -- 137.04

470 250 mm Dia Rmt's 140.25 -- 140.25

471 280 mm Dia Rmt's 161.24 -- 161.24

472 315 mm Dia Rmt's 174.33 -- 174.33

473 355 mm Dia Rmt's 237.22 -- 237.22

Jointing A.C. pressure pipes with A.C. coupling or C.I. detachable joints complete with rubber rings including filling with water, with a water lead up to 500m and testing to required pressure etc., complete but excluding cost of jointing materials and conveyance of pipe from source of supply. Reference to specifications BIS No.6530/72 (Labour Charges Only)

Lowering, laying, jointing and testing to hydralic test pressure including cost of water with minimum water lead of 500m for UPVC pressure pipes in ready made trenches true to alignment and gradient including all sundries but excluding cost & conveyance of pipes from source of supply and jointing materials as per BIS No. 7634 - Part III - 1975

Laying and jointing of HDPE pipes by butt fusion welding as per IS:7634 – part-II/1975 as amended from time to time to the alignment and gradient and testing the pipeline to the required pressure.



1 2 3 4 5 6

Sl.No



Amount

474 100 mm dia Rmt's 164.42 -- 164.42

475 150 mm dia Rmt's 231.24 -- 231.24

476 200 mm dia Rmt's 292.40 -- 292.40

477 230 mm dia Rmt's 338.56 -- 338.56

478 250 mm dia Rmt's 357.71 -- 357.71

479 300 mm dia Rmt's 422.36 -- 422.36

480 350 mm dia Rmt's 589.81 -- 589.81

481 400 mm dia Rmt's 783.96 -- 783.96

482 450 mm dia Rmt's 940.91 -- 940.91

483 Each 61.33 -- 61.33

484 Each 81.44 -- 81.44

485 Each 106.81 -- 106.81

486 Each 138.04 -- 138.04

487 Each 227.73 -- 227.73

488 Each 323.63 -- 323.63

489 Each 460.75 -- 460.75

490 Each 778.12 -- 778.12

491 Each 955.36 -- 955.36

492 Each 1249.32 -- 1249.32

493 Each 1448.17 -- 1448.17

494 Each 2459.73 -- 2459.73

495 50 mm dia meter Each 2683.10 -- 2683.10

496 40 mm dia Each 3807.37 -- 3807.37

497 25 mm dia Each 2482.01 -- 2482.01

498 65 mm dia Each 1947.98 -- 1947.98

499 65 mm dia Each 1947.98 -- 1947.98

500 80mm dia metre Rmt's 37.92 -- 37.92

501 100mm dia metre Rmt's 43.15 -- 43.15

502 125mm dia metre Rmt's 49.55 -- 49.55

503 150mm dia metre Rmt's 54.45 -- 54.45

504 200mm dia metre Rmt's 66.13 -- 66.13

505 250mm dia metre Rmt's 78.56 -- 78.56

506 300mm dia metre Rmt's 90.41 -- 90.41

507 350mm dia metre Rmt's 100.32 -- 100.32

508 400mm dia metre Rmt's 112.41 -- 112.41

509 450mm dia metre Rmt's 124.63 -- 124.63

510 500mm dia metre Rmt's 136.83 -- 136.83

511 600mm dia metre Rmt's 160.63 -- 160.63

512 100mm dia Rmt's 25.85 -- 25.85

513 150mm dia Rmt's 31.21 -- 31.21

Lowering and laying in ready made trench true to alignment and gradient, jointing, and testing of stone ware pipes including cost of jointing material such as cement mortar (1:1) proportion and hemp yarn but excluding cost and conveyance of pipe. (Reference to specifications BIS No. 6530/72)

Lowering, keeping in position and fixing C.I. sluice valves (with cap / with hand wheel & reflex valves) excluding cost of bolts, nuts, rubber insertion, sluice valve and tail pieces

80 mm dia meter

100 mm dia meter

125 mm dia meter

150 mm dia meter

200 mm dia meter

250 mm dia meter

300 mm dia meter

350 mm dia meter

400 mm dia meter

450 mm dia meter

500 mm dia meter

600 mm dia meter

Providing and fixing double acting air valves including boring the main threading the bore and fixing nipple etc.,excluding the cost of rubber insertions, bolts & nuts, air valve & flanged tail pieces complete

Labour charges for fixing Air valves including boring the mains and threading the bore fixing nipple etc., complete.

Providing and fixing spindle fire hydrant with 65 mm outlet. Complete with bolts, nuts, and rubber insertion etc. complete but excluding cost of Materials.

Dismantling of spindle fire hydrant including stacking of useful materials within 50m lead

Uprooting of C.I. pipes by melting lead, loosening the joints, separating the pipes, hoisting and keeping within a lead of 10 metres but excluding earth work excavation and refilling

Uprooting of R.C.C. Pipes including breaking the collars, loosing the joint, scraping the pipe, hoisting and keeping within a lead of 10 M but excluding earthwork excavation and refilling



1 2 3 4 5 6

Sl.No



Amount

514 225mm dia Rmt's 33.91 -- 33.91

515 300mm dia Rmt's 36.85 -- 36.85

516 100mm dia metre Rmt's 23.35 -- 23.35

517 150mm dia metre Rmt's 25.55 -- 25.55

518 200mm dia metre Rmt's 27.02 -- 27.02

519 230mm dia metre Rmt's 27.76 -- 27.76

520 250mm dia metre Rmt's 28.49 -- 28.49

521 300mm dia metre Rmt's 29.96 -- 29.96

522 350mm dia metre Rmt's 31.44 -- 31.44

523 400mm dia metre Rmt's 37.94 -- 37.94

524 450mm dia metre Rmt's 39.42 -- 39.42

525 15 to 40mm dia 4.22 -- 4.22

526 Above 40mm dia 8.45 -- 8.45

Cutting C.I. / D.I. pipes without water in mains

527 80 mm dia Rmt's 35.57 -- 35.57

528 100 mm dia Rmt's 47.42 -- 47.42

529 125 mm dia Rmt's 65.21 -- 65.21

530 150 mm dia Rmt's 88.92 -- 88.92

531 200 mm dia Rmt's 118.56 -- 118.56

532 250 mm dia Rmt's 148.20 -- 148.20

533 300 mm dia Rmt's 177.84 -- 177.84

534 350 mm dia Rmt's 207.48 -- 207.48

535 400 mm dia Rmt's 237.12 -- 237.12

536 450 mm dia Rmt's 266.76 -- 266.76

537 500 mm dia Rmt's 296.40 -- 296.40

538 600 mm dia Rmt's 355.68 -- 355.68

539 15 mm dia Rmt's 42.24 -- 42.24

540 20 mm dia Rmt's 48.74 -- 48.74

541 25 mm dia Rmt's 55.23 -- 55.23

Shoring and strutting of trenches for water and sewer lines

Single staging from 0’ to 8’-0” ( 0 to 2.5 Metre)

542 Depth not exceeding 1.5 M Sq.m 11.50 -- 11.50

Double staging from 8’ to 14 ( 2.5 to 4.5 Metre)

543 Depth not exceeding 1.5 M Sq.m 12.49 -- 12.49

544Rmt's 766.67 -- 766.67

545

No's 4499.92 -- 4499.92

Well Sinking

546 Upto 2.0 m below G.L. : Rmt's 13650.00 -- 13650.00

547 2.0 to 4.0 m below G.L. : Rmt's 45518.72 -- 45518.72

548 4.0 to 6.0 m below G.L. : Rmt's 50725.67 -- 50725.67

Uprooting of old S.W. pipes including breaking of joints and bed concrete stacking of useful materials near the site with in 50m lead and disposal of un serviceable materials in to municipal dumps excluding the cost of earth work excavation. (Reference to specifications BIS No.)

Removing old G.I.pipes and specials / fittings and cleaning, scraping the pipes, hoisting and keeping with in 50m lead but excluding earth work excavation of trenches and refilling

Drilling and tapping C.I./D.I. main and fixing brass screw down ferrule and C.I.mouth cover.(Labour charges only)

Barricading, hoarding, lighting and watching etc., for water supply and sewerage works for trenches of depths upto 6’-0” (2 Meter) below G.L

Providing RCC spun vent shaft with cowl 140 mm and 200 mm internal and external dia respectively at top, 300 and 450 mm internal and external dia respectively at bottom and 9.10m overall length. Bottom 1.25 m below ground level fixed in a pit 90cmx90cm x150 cm with cement concrete 1:4:8, 25cm in bed and minimum 20cm all-round with top 15cm in cement concrete 1:2:4. Junction of vent shaft and concrete grouted with cement mortar 1:1 including making connection with sewer manhole with 150 mm dia metre cement concrete pipe of required length complete as per standard design

Well sinking in sandy and other loose soils under water either by manual labour, divers or dredgers weighting the top of staining to assist sinking etc., including dewatering and other incidental charges such as hire charges for mechanical equipment etc., complete upto 4.0 m dia (For non perennial rivers)



1 2 3 4 5 6

Sl.No



Amount

549 6.0 to 8.0 m below G.L. : Rmt's 51623.42 -- 51623.42

550 8.0 to 10.0 m below G.L. : Rmt's 58485.19 -- 58485.19

551 Upto 2.0 m below G.L. : Rmt's 21840.00 -- 21840.00

552 2.0 to 4.0 m below G.L. : Rmt's 84753.30 -- 84753.30

553 4.0 to 6.0 m below G.L. : Rmt's ### -- 119837.26

554 6.0 to 8.0 m below G.L. : Rmt's ### -- 156903.67

555 8.0 to 10.0 m below G.L. : Rmt's ### -- 185511.97

556 10.0 to 12.85 m below G.L. : Rmt's ### -- 181695.68

Excavation in Hard Rock (blasting prohibited)

557 Manual Means Cu.m 955.27 -- 955.27

558 Mechanical Means Cu.m 633.92 -- 633.92

559 C.I Pipes and Specials (load per truck =6.50 T) Rmt's 138.17 -- 138.17

560 RCC Pipes and Collars (load per truck =7.205 T) Rmt's 124.65 -- 124.65

561 AC Pipes and Collars (load per truck = 5.40 T) Rmt's 166.31 -- 166.31

562 Stone ware pipes (load per truck = 5.40 T) Rmt's 166.31 -- 166.31

563 C.I. / D.I. Pipes (load per truck = 5.5 T) M.tonns 163.29 -- 163.29

564 RCC Pipes and Collars (load per truck =5.75 T) M.tonns 156.19 -- 156.19

565 AC Pipes M.tonns 209.55 -- 209.55

566 Stone ware pipes M.tonns 209.55 -- 209.55

567 C.I. / D.I. Pipes (load per truck = 8.46 T) M.tonns 212.55 -- 212.55

568 AC Pipes (load per truck = 3.78 T) M.tonns 236.50 -- 236.50

569 AC Pipes (load per truck = 4.3 T) M.tonns 213.75 -- 213.75

570 C.I. Pipes (load per truck = 3.85 T) M.tonns 233.50 -- 233.50

571 Sq.m 134.63 -- 134.63

Sinking of RCC 12 m dia well in sandy soils, soft disintegrated rock, loamy and clayey soils etc; under water by manual or mechanical means including dewatering until the completion of sinking of the well to the required depth, the dummies of the weep holes pipes are opened for seepage of water into well, including all hire charges complete as per SS and as directed by the departmental officers (Open well excavation)

Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5

Loading or Unloading materials such as C.I / D.I Pipes, R.C.C. Pipes, P.V.C. pipes, A.C. Pressure pipes and Specials less than 300 mm upto 4 mts in length including stacking.

Loading or unloading materials such as C.I / D.I. Pipes, stone ware pipes, R.C.C. pipes, A.C. Pressure pipes and specials from 300 mm to 600 mm dia upto 4 mts in length including stacking.

Loading or unloading materials such as CI / DI Pipes, A.C. pressure pipes less than 300 mm dia above 4.00 M in length including stacking

Loading or Unloading materials such as C.I / D.I. Pipes, A.C. Pressure pipes from 300 to 600mm dia above 4.00 m including stacking

Centering and scaffolding charges for R.C.C. members including all materials and labour charges for forming and dismantling

For R.C.C. Elevated Service Reservoir of Staging upto 40 Ft. below G.W.L.


ANDHRA PRADESH STANDARD DATA ( Asper SSR 2011-12 )

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Standard Data - Electrical Items For Buildings

Index-code Description Unit Rate Rs. Remarks

1 2 3 4 5 6 7BLD-ELEC-1 Conduit LayingBLD-ELEC-1 1 MS / PVC / Trunks Coduit Laying

BLD-ELEC-1-1 1.1 M.S.CONDUIT (Surface)1.1.1

Taking Output = 100 Ma) Material20mm dia 16 SWG MS conduit 100 M 1.00 6480.00 6480.00 ELEC-1.1.1

T.W seperators 100 Nos 2.00 150.00 300.00 ELEC-8.1.8

30mm Screws No.8 100 Nos 2.00 81.00 162.00 ELEC-1.4.36

Rawal Plugs 100 Nos 2.00 16.00 32.00 ELEC-8.1.9

12mm Screws 100 Nos 4.00 54.00 216.00 ELEC-1.4.34

20mm Saddles MS 100 Nos 2.00 191.20 382.40 ELEC-1.1.34

20mm 1,2,3 & 4 way Junction box Dozen 1.00 259.20 259.20 ELEC-1.1.6

20mm dia HG bends Dozen 1.00 232.80 232.80 ELEC-1.1.14

200mm x 250mm sheet metal deep box Each 3.00 175.00 525.00 ELEC-1.3.11

Cement (As per civil SSR) kg 12.50 5.50 68.75

b) Labour charges :Skilled Electrician day 3.00 297.00 891.00 ELEC-8.1.77

Semi skilled Electrician day 3.00 260.00 780.00 ELEC-8.1.78

Helpers day 3.00 260.00 780.00 ELEC-8.1.85

Sundries 33.00

C) Cost for 100 RM 11142.15

Rate per Metre = C/100 111.42

1.1.2

Taking Output = 100 Ma) Material25mm dia 16 SWG MS conduit 100 M 1.00 7560.00 7560.00 ELEC-1.1.2









b) Labour charges :Skilled Electrician day 3.00 297.00 891.00

Semi skilled Electrician day 3.00 260.00 780.00

Helpers day 3.00 260.00 780.00

Sundries 33.00

C) Cost for 100 RM 11315.45


1.1.3

Unit = 1MetreTaking Output = 100 Ma) Material32mm dia 16 SWG MS conduit 100 M 1.00 11340.00 11340.00 ELEC-1.1.3











Helpers day 3.00 260.00 780.00

Specification No.

Quantity

Amount Rs.

Supply and Fixing of 20mm dia 16 SWG (ISI Mark) MS Surface conduit pipe duly threading at Joints with all required accessories fixing on T.W. Separators with chromium plated base saddles and No.18 SWG MS box for light, fan and separate plug points including cost of Cement, all materials, accessories and all labour charges etc., complete.

Note for All Items for Coduit Laying

Supply and Fixing of 25mm dia 16 SWG (ISI MARK) MS Surface pipe duly threading at Joints with all required accessories fixing on T.W. Seperators with chromium plated base saddles and No.18 SWG MS box for run of mains including cost of Cement, all materials, accessories and all labour charges etc., complete.

Supply and Fixing of 32mm dia 16 SWG (ISI MARK) MS Surface pipe duly threading at Joints with all required accessories fixing on T.W. Seperators with chromium plated base saddles and No.18 SWG MS box for run of mains including cost of Cement, all materials, accessories and all labour charges etc., complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Sundries 33.00

C) Cost for 100 RM 15861.05

Rate per Metre = C/100 158.61BLD-ELEC-1-2 1.2 MS Conduit Concealed

1.2.1

Taking Output = 100 Ma) Material20mm dia 16 SWG MS conduit pipe 100 M 1.00 6480.00 6480.00 ELEC-1.1.1

U' Nails 100 Nos 2.00 40.00 80.00 ELEC-8.1.10

200mm x 250mm sheet metal deep box Each 3.00 175.00 525.00 ELEC-1.3.11

20mm HG bends Dozen 1.00 232.80 232.80 ELEC-1.1.14

Cement kg 12.50 5.50 68.75



Helpers day 3.00 260.00 780.00

Mason Ist class day 3.00 33.00

Sundries 9870.55

C) Cost for 100 RM 98.71

Rate per Metre = C/1001.2.2


U' Nails 100 Nos 2.00 40.00 80.00 ELEC-8.1.10

25 mm Deep Junction Box Dozen 1.00 259.20 259.20 ELEC-1.1.7


Cement kg 50.00 5.50 275.00



Helpers day 3.00 260.00 780.00

Mason Ist class day 3.00 297.00 891.00

Sundries 33.00

C) Cost for 100 RM 11782.00


1.2.3


U' Nails 100 Nos 2.00 40.00 80.00 ELEC-8.1.10

32 mm Deep Junction Box Dozen 1.00 674.40 674.40 ELEC-1.1.8


Cement kg 50.00 5.50 275.00



Helpers day 3.00 260.00 780.00


Sundries 33.00

C) Cost for 100 RM 16340.80


BLD-ELEC-1-3 1.3 P.V.C. Conduit (Surface)1.3.1

Taking Output = 100 Ma) Material20mm dia 1.5mm thick PVC pipe 100 M 1.00 1650.00 1650.00 ELEC-1.2.1

Rawl Plugs 100 Nos 2.00 16.00 32.00 ELEC-8.1.9

Supply and Fixing of 20mm dia 16 SWG (ISI Mark) MS concealed conduit, duly threadig at Joints, on wall with required accessories including chiselling the wall for light, Fan and separate plug point including necessary sheet metal deep boxes, masonsary work and all labour charges etc. complete.

Supply and Fixing of 25mm dia 16 SWG (ISI MARK) MS concealed conduit, duly threadig at Joints in Slab and on wall with required accessories including chiselling the wall and necessary Masonary and all labour charges etc. complete for run of mains.

Supply and Fixing of 32mm dia 16 SWG (ISI Mark) MS concealed conduit, duly threadig at Joints in Slab and on wall with required accessories including chiselling the wall and necessary Masonary and all labour charges etc. complete for run of mains.

NOTE : For Laying MS Concealed Conduit pipe in roof Slab, deduct the Cost of Cement and U' Nails.

Supply and Fixing of 20mm dia 1.5mm thick surface P.V.C. pipe (ISI MARK) with all accessories fixing on chromium plated metallic base saddles and decolam board for switches for Light, Fan and separate plug point including all labour charges etc., complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.


Chromium Plated saddles with base Each 200.00 191.20 38240.00 ELEC-1.1.34

20mm 1,2,3, & 4 way Junction boxes Each 12.00 21.60 259.20 ELEC-1.1.6

20mm PVC Bends Each 12.00 4.40 52.80 ELEC-1.2.43

8" x10" Decolam Board Each 3.00 66.00 198.00 ELEC-1.4.26

Cement kg 25.00 5.50 137.50



Helpers day 2.00 260.00 520.00

Sundries 33.00

C) Cost for 100 RM 42409.30


1.3.2







Cement kg 25.00 5.50 137.50



Helpers day 2.00 260.00 520.00

Sundries 33.00

C) Cost for 100 RM 44494.50


1.3.3







Cement kg 25.00 5.50 137.50



Helpers day 2.00 260.00 520.00

Sundries 33.00

C) Cost for 100 RM 46236.90


1.3.4







Cement kg 25.00 5.50 137.50



Helpers day 2.00 260.00 520.00

Sundries 33.00

C) Cost for 100 RM 48471.30


Supply and Fixing of 25mm dia 1.5mm thick surface P.V.C. pipe (ISI MARK) with all accessories fixing on chromium plated metallic base saddles including all labour charges etc., complete for run of mains.

Supply and Fixing of 32mm dia 2mm thick surface P.V.C. pipe (ISI Mark) with all accessories fixing on chromium plated metallic base saddles including all labour charges etc., complete for run of mains

Supply and Fixing of 40mm dia 2mm thick surface P.V.C. pipe (ISI MARK) with all accessories fixing on chromium plated metallic base saddles including all labour charges etc., complete for run of mains.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

1.3.5







Cement kg 25.00 5.50 137.50



Helpers day 2.00 260.00 520.00

Sundries 33.00

C) Cost for 100 RM 50751.70

Rate per Metre = C/100 507.52BLD-ELEC-1-4 1.4 P.V.C. Conduit (Concealed)

Taking Output = 100 Ma) Material20mm dia 2mm thick PVC pipe 100 M 1.00 2090.00 2090.00 ELEC-1.2.2

U' Links 100 Nos 2.00 40.00 80.00 ELEC-8.1.10

10" x 8" Wooden deep box Each 3.00 44.00 132.00 ELEC-1.4.12

20mm dia 1,2,3 & 4 way deep Junction Box Each 12.00 21.60 259.20 ELEC-1.1.6

20mm PVC bends Each 12.00 4.40 52.80 ELEC-1.2.43

Cement kg 50.00 5.50 275.00

b) Labour charges :Skilled Electrician day 2.00Semi skilled Electrician day 2.00 297.00 594.00

Helpers day 2.00 260.00 520.00


Sundries 33.00

C) Cost for 100 RM 4556.00


(b)


U' Links 100 Nos 2.00 40.00 80.00 ELEC-8.1.10

10" x 8" Wooden deep box Each 3.00 44.00 132.00 ELEC-1.4.12



Cement kg 50.00 5.50 275.00



Helpers day 2.00 260.00 520.00


Sundries 33.00

C) Cost for 100 RM 4710.00



U' Links 100 Nos 2.00 40.00 80.00 ELEC-8.1.10



Cement kg 50.00 5.50 275.00

b) Labour charges :

Supply and Fixing of 50mm dia 2mm thick surface P.V.C. pipe (ISI MARK) with all accessories fixing on chromium plated metallic base saddles including all labour charges etc., complete for run of mains.

1.4.1 (a)

Supply and Fixing of 20mm dia 2mm thick P.V.C. pipe (ISI MARK) concealed in wall with all required accessories including masonary work for light, fan and separate plug point with well seasoned wooden deep box including all labour charges etc., complete.

Supply and Fixing of 20mm dia 1.5mm thick P.V.C. pipe (ISI MARK) concealed in wall with all required accessories including masonary work for light, fan and separate plug point with well seasoned wooden deep box including all labour charges etc., complete.

1.4.2 (a)

Supply and Fixing of 25mm dia 2mm thick PVC pipe (ISI MARK) concealed in wall with all required accessories including masonary work and labour charges etc., complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Skilled Electrician day 2.00 297.00 594.00


Helpers day 2.00 260.00 520.00


Sundries 33.00

C) Cost for 100 RM 5691.20


(b)


U' Links 100 Nos 2.00 40.00 80.00 ELEC-8.1.10



Cement kg 50.00 5.50 275.00



Helpers day 2.00 260.00 520.00


Sundries 33.00

C) Cost for 100 RM 5141.20







Helpers day 2.00 260.00 520.00

Sundries 33.00

C) Cost for 100 RM 4742.20


BLD-ELEC-1-5 1.5 P.V.C. Casing and Caping1.5.1

Taking Output = 100 Ma) Material19mm / 20mm x 12.5 mm height Casing and Caping 100 M 1.00 2200.00 2200.00 ELEC-1.2.15b) Labour charges :Skilled Electrician day 1.00 297.00 297.00


Helpers day 2.00 260.00 520.00

LS 33.00

C) Cost for 100 RM 3310.00


1.5.2

Taking Output = 100 Ma) Material25mm x 12.5 mm height Casing and Caping 100 M 1.00 2750.00 2750.00 ELEC-1.2.16b) Labour charges :Skilled Electrician day 1.00 297.00 297.00


Helpers day 2.00 260.00 520.00

LS 33.00

Supply and Fixing of 25mm dia 1.5mm thick PVC pipe (ISI MARK) concealed in wall with all required accessories including masonary work and labour charges etc., complete.

Supply and Fixing of 25mm dia 2mm thick PVC pipe (ISI MARK) concealed in Roof Slabs with all required accessories including masonary work and labour charges etc., complete.

Note : 1. If 25mm dia PVC / MS pipes are used for light / fan point, add the cost of sheet metal / well seasoned wooden board / box.

Supply and Laying of P.V.C casing and caping (ISI MARK) with double locking arrangments with groover trunking of size not below 12.5mm height 19/20mm size with all accessories, duly sealed at points and erected on Wall / Ceiling including cost of all materials and labour charges complete.

Sundries such as screws, Rawal Plugs, Gutting, Cement, Sand and Rounding off.

Supply and Laying of P.V.C casing and caping (ISI MARK) with double locking arrangments with groover trunking of size not below 12.5mm height 25mm size with all accessories, duly sealed at points and erected on Wall / Ceiling including cost of all materials and labour charges complete.



1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

C) Cost for 100 RM 3860.00


1.5.3

Taking Output = 100 Ma) Material30 / 32mm x 12.5 mm height Casing and Caping 100 M 1.00 3190.00 3190.00 ELEC-1.2.17b) Labour charges :Skilled Electrician day 1.00 297.00 297.00


Helpers day 2.00 260.00 520.00

LS 33.00

C) Cost for 100 RM 4300.00


1.5.4

Taking Output = 100 Ma) Material38 / 40mm x 12.5 mm height Casing and Caping 100 M 1.00 5500.00 5500.00 ELEC-1.2.17b) Labour charges :Skilled Electrician day 1.00 297.00 297.00


Helpers day 2.00 260.00 520.00

LS 33.00

C) Cost for 100 RM 6610.00

Rate per Metre = C/100 66.10BLD-ELEC-2 2 Wiring Note for All Items for Wiring

BLD-ELEC-2-1 2.1 Copper Wiring2.1.1

Taking Output = 6 Pointsa) Material14/0.3mm PVC FR flexible copper wire 100 M 1.00 1001.00 1001.00 ELEC-1.5.1

6A Switch @16/each each 6.00 16.00 96.00

6A 2 way Ceiling Rose@17/each each 6.00 17.00 102.00

25 x 20 cms (10" x8") Hylam sheet 3mm thick sqm 0.05 930.00 46.50 ELEC-8.1.55



Helpers day 0.60 260.00 156.00

C) Cost for 6 Points 1891.70

Rate per Point = C/6 315.28

2.1.2


6A Switch @16/each each 7.00 16.00 112.00

6A 2 way Ceiling Rose@17/each each 7.00 17.00 119.00

25 x 20 cms (10" x8") Hylam sheet 3mm thick sqm 0.05 930.00 46.50 ELEC-8.1.55



Helpers day 0.70 260.00 182.00


Rate per Points = C/7 290.34

Supply and Laying of P.V.C casing and caping (ISI MARK) with double locking arrangments with groover trunking of size not below 12.5mm height 31/32mm size with all accessories, duly sealed at points and erected on Wall / Ceiling including cost of all materials and labour charges complete.


Supply and Laying of P.V.C casing and caping (ISI MARK) with double locking arrangments with groover trunking of size not below 12.5mm height 38/40 size with all accessories, duly sealed at points and erected on Wall / Ceiling including cost of all materials and labour charges complete.


Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) Fire Retardant (FR) P.V.C. insulated flexible copper cable (ISI MARK) in existing pipe with 6A switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including all labour charges etc., complete for light, bell, fan and exhaust fan points in Non-Residential Buildings

The R&B Department Proposed Labour, for both piping & wiring considering 40% Labour, for Wire draw. Keeping this, the labour is proposed for wiring 100 RM.

Wiring with 2 runs of 14/0.3mm (1.0 Sq.mm) P.V.C. insulated F.R flexible copper cable (ISI MARK) in existing pipe with 6A switch, Ceiling rose and 3mm thick hylam sheet covering to switch control box including all labour charges etc., complete for light, bell, fan and exhaust fan points in Residential Buildings.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

2.1.3


6A switches @16/each each 15.00 16.00 240.00

6A 3 pin / 2 Pin Socket each 15.00 27.00 405.00 ELEC-1.7.4



Helpers day 1.50 260.00 390.00


Rate per Points = C/15 191.43

2.1.4

Taking Output = eacha) Material6A 3 pin / 2 pin Socket each 1.00 27.00 27.00 ELEC-1.7.4

6A switch each 1.00 18.00 18.00 ELEC-1.7.1


Helpers day 0.07 260.00 17.42

Rate per each 82.32

Note : Labour Charges proposed for 1point considering 15 per day

2.1.5

Taking Output = eacha) Material20 x 15 cms (8" x6") Decolam sheet covered board each 1.00 39.60 39.60 ELEC-1.4.25

16A 3 pin / 6A 3pin Plug socket with indicator lamp, fuse unit (5 in 1) each 1.00 146.00 146.00 ELEC-1.7.11


Helpers day 0.10 260.00 26.00


Note : Labour Charges proposed for 1point considering 10 per day

2.1.6

Taking Output = eacha) Material20 x 15 cms (8" x6") Wooden deep box each 1.00 26.40 26.40 ELEC-1.4.11

21.6 x 16.6 cms (8.5 x 6.5") 3mm thick hylam sheet each 1.00 26.40 26.40 ELEC-1.4.18

16A 3 pin / 6A 3pin plug socket (5 in 1) each 1.00 146.00 146.00 ELEC-1.7.11


Semi Skilled Electrician day 0.10 260.00 26.00

Helpers day 0.10 260.00 26.00


Note : Labour Charges proposed for 10 jobs per day2.1.7

Taking Output = eacha) MaterialPVC batten holder each 1.00 47.30 47.30 ELEC-3.6.86

40W bulb each 1.00 11.00 11.00 ELEC-3.7.2


Helpers day 0.05 260.00 13.00

Rate per each 86.15

Note : 1. The Cost of Ceiling Rose may be deducted in view of holder.

2. Labour Charges proposed for 20 jobs per day

Wiring with 2 of 14/0.3mm (1.0 Sq.mm) P.V.C. insulated F.R. flexible copper cable (ISI MARK) in existing pipe with 6A switch control and 3/2 pin sockets fixing on separate board including all labour charges etc., complete.

Supply and fixing of 6A 3 pin wall plug socket with 6A switch control on a common switch board with earth continuity including wire leads, earth connections along with all labour charges etc., complete.

Supply and fixing of 16A 3pin / 6A 3pin plug socket with indicator lamp and 16Amps fuse unit and 16 Amps switch control (5 in one) on decolam sheet covered board including earth connection and all labour charges etc., complete on wall.

Supply and Fixing of 16A 3pin and 6A 3pin plug socket with indicator lamp and 16A fuse unit and 16A switch control (5 in 1) duly recessed in wall with wooden deep box of 6" x8" x2 1/2" size covered with hylam sheet including earth connections and all labour charges etc., complete.

Supply and fixing of batten holder / slanting holder in lieu of ceiling rose of light point complete with all connections and all labour charges with 40W bulb (for new installation).


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

2.1.8

Taking Output = eacha) MaterialPVC batten holder each 1.00 47.30 47.30 ELEC-3.6.86


Helpers day 0.05 260.00 13.00

Rate per each 75.15

2.1.9

Taking Output = eacha) Material40x40x6mm angle iron Kg 5.00 42.50 212.50

Eye bolt. each 1.00 220.00 220.00 ELEC-8.1.31

Shackle Insulator each 1.00 90.00 90.00 ELEC-6.5.5

b) Labour charges :Semi Skilled Electrician day 0.13 260.00 32.50

Mason 2nd class day 0.13 260.00 32.50

Welder 2nd Class day 0.13 260.00 32.50


2.1.10

Taking Output = eacha) MaterialBed light transformer each 1.00 21.00 21.00 ELEC-1.7.7

M.C.holder each 1.00 21.00 21.00 ELEC-1.7.27

6V bulb each 1.00 3.32 3.32 ELEC-8.1.48


Helpers day 0.05 260.00 13.00

Rate per each 71.32

2.1.11

Taking Output = eacha) Material100 x 178 (4"x7") wooden deep box each 1.00 15.40 15.40 ELEC-1.4.9

Acrylic cover each 1.00 15.00 15.00 ELEC-8.1.34

Batten holder each 1.00 47.30 47.30 ELEC-3.6.86

Zero watt bulb each 1.00 10.00 10.00 ELEC-3.7.11


Helpers day 0.05 260.00 13.00


2.1.12

Taking Output = eacha) MaterialBuzzer each 1.00 45.00 45.00 ELEC-1.7.23

100 x 100 mm (4"x4") decolam block each 1.00 13.20 13.20 ELEC-1.4.22


Helpers day 0.06 260.00 16.12

Rate per each 90.44

2.1.13

Taking Output = eacha) MaterialDing Dong bell each 1.00 102.00 102.00 ELEC-1.7.24

100 x 178 mm (4"x7") Decolam block each 1.00 23.10 23.10 ELEC-1.4.23

b) Labour charges :

Supply and fixing of batten holder / angle holder on existing block, but without bulb including all connections etc., complete (For replacement).

Less : Cost of ceiling Rose

NOTE : Labour Charges proposed for 20 jobs per daySupply and fixing of 0.5mtr length angle iron upright of size 40mmx40mmx6mm with eye bolt and shackle insulator with accessories and all labour charges etc., complete.

NOTE : Labour Charges proposed for 8 jobs per daySupply and fixing of bed light transformer with M.C. holders including giving connections and cost of all accessories and all labour charges etc., complete with bulb.

NOTE : Labour Charges proposed for 20 jobs per daySupply and fixing of night lamp fixed at 30 cms height from floor level with 100 x 178 x 20 mm (4"x7"x3/4") wooden deep box, acrylic cover and batten holder including cost of all accessories and labour charges etc., complete with bulb.

NOTE : Labour Charges proposed for 20 jobs per daySupply and fixing of buzzer / Calling bell on 100 x 100 mm (4"x4") decolam block including giving connections, cost of all accessories and labour charges etc., complete.

NOTE : Labour Charges proposed for 16 jobs per daySupply and fixing of ding dong bell on 100 x 178 mm (4"x7") decolam block including giving connections cost of all accessories and all labour charges etc., complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Skilled Electrician day 0.06 260.00 16.12

Helpers day 0.06 260.00 16.12


2.1.14

Taking Output = eacha) MaterialElectronic Musical bell Nos 1.00 240.00 240.00 ELEC-1.7.25

150 x 200 mm (6"x8") Decolam block Nos 1.00 39.60 39.60 ELEC-1.4.25


Helpers day 0.06 260.00 16.12


BLD-ELEC-3 3 RUN OF MAINSBLD-ELEC-3-1 3.1 Wiring with F.R P.V.C. insulated flexible copper cable

3.1.1

Taking Output = 100 Ma) Material14/0.3mm FR PVC copper wire 100 M 2.00 1001.00 2002.00 ELEC-1.5.1



Helpers day 0.67 260.00 174.20

Sundries 33.00

C) Cost for 100 RM 2928.19

Rate per Metre = C/100 29.28Note : Labour Charges considered for 150 M / day

3.1.2




Helpers day 0.34 260.00 88.40

Sundries 33.00

C) Cost for 100 RM 1483.38


3.1.3




Helpers day 0.67 260.00 174.20

Sundries 33.00

C) Cost for 100 RM 3887.39


3.1.4

Taking Output = 100 Ma) Material36/0.3mm (2.5 sqmm) FR PVC copper wire 100 M 2.00 2389.20 4778.40 ELEC-1.5.3



Helpers day 0.67 260.00 174.20

Sundries 33.00

C) Cost for 100 RM 5704.59


NOTE : Labour Charges proposed for 16 jobs per daySupply and fixing of Electronic musical bell on 150 x 200 mm (6"x8") decolam block including giving connections cost of all accessories and all labour charges etc., complete.

NOTE : Labour Charges proposed for 16 jobs per day

Supply and run of 2 of 14/0.3mm (1.0 Sq.mm) F.R P.V.C. insulated flexible copper cable in existing pipe for mains inlcuding all labour charges etc., complete.

Supply and run of 1 of 14 /0.3mm (1.0 Sq.mm) FR P.V.C. insulated flexible copper cable in existing pipe for earth continuity including all labour charges etc., complete.




1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Taking Output = 100 Ma) Material36/0.3mm (2.5 sqmm) FR PVC copper wire 100 M 1.00 2389.20 2389.20 ELEC-1.5.3



Helpers day 0.34 260.00 88.40

Sundries 33.00

C) Cost for 100 RM 2871.58


3.1.5

Taking Output = 100 Ma) Material56 /0.3mm (4 sqmm)FR PVC flexible copper wire. 100 M 2.00 3478.20 6956.40 ELEC-1.5.4



Helpers day 1.00 260.00 260.00

Sundries 33.00

C) Cost for 100 RM 8326.40


3.1.6

Taking Output = 100 Ma) Material84 /0.3mm (6 Sq.mm) FR PVC flexible copper wire. 100 M 2.00 5291.00 10582.00 ELEC-1.5.5



Helpers day 1.00 260.00 260.00

Sundries 33.00

C) Cost for 100 RM 11952.00


3.3.7

Taking Output = 100 Ma) Material140/0.3 (10 Sq.mm) FR PVC flexible copper wire 100 M 2.00 8223.60 16447.20 ELEC-1.5.6



Helpers day 1.00 260.00 260.00

Sundries 33.00

C) Cost for 100 RM 17817.20


3.3.8

Taking Output = 100 Ma) Material126/0.4mm (16 Sq.mm) FR PVC flexible copper wire 100 M 2.00 13145.00 26290.00 ELEC-1.5.6b) Labour charges :Skilled Electrician day 1.00 297.00 297.00Semi Skilled Electrician day 3.00 260.00 780.00Helpers day 1.00 260.00 260.00Sundries 33.00C) Cost for 100 RM 27660.00Rate per Metre = C/100 276.60Note : Labour Charges considered for 100 M / day

BLD-ELEC-4 4 SWITCH GEAR & MCB DISTRIBUTION BOARDS.4.1 Panel Mounting Cubical type SDF

3.1.4 (a)

Supply and run of 1 of 36/0.3mm (2.5 Sq.mm) F.R P.V.C. insulated flexible copper cable in existing pipe for earth continuity inlcuding all labour charges etc., complete.

Supply and run of 2 of 56/0.3mm (4 Sq.mm) FR P.V.C. insulated flexible copper cable in existing pipe for mains inlcuding all labour charges etc., complete.

Supply and run of 2 of 84/0.3mm (6.0 Sq.mm) FR P.V.C. insulated flexible copper cable in existing pipe for mains inlcuding all labour charges etc., complete.

Supply and run of 2 of 140 /0.3mm (10 Sq.mm) F.R PVC insulated flexible copper cable in existing pipe for mains including all labour charges etc., complete.

Supply and run of 2 of 126 /0.4mm (16 Sq.mm) F.R PVC insulated flexible copper cable in existing pipe for mains including all labour charges etc., complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

4.1.1

Taking Output = eacha) Material

each 1.00 49.50 49.50 ELEC-2.5.1

b) Labour charges :Skilled Electrician day 0.17 297.00 49.60Semi Skilled Electrician day 0.17 260.00 43.42Helpers day 0.33 260.00 86.58Sundries such as hardware etc., LS 33.00

Rate per each 262.10Note : Labour Charges considered for 6 jobs / day

4.1.2


each 1.00 77.00 77.00 ELEC-2.5.2



4.1.3

Taking Output = eacha) Material125A TPN 415V, 50 Hz. switchs Disconnector fuse unit with HRC fuses. each 1.00 247.50 247.50 ELEC-2.5.3



4.1.4




4.1.5




Supply and erection of Panel mounting cubical type 30 / 32A TPN 415V, 50 Hz. switch disconnector fuse unit complete with front drive mechanism with door inter lock, padlocking arrangement etc., complete with fuse links on existing control panel.

30 / 32A TPN 415V, 50 Hz. switchs Disconnector fuse unit with HRC fuses.

Supply and erection of Panel mounting cubical type 60 / 63A TPN 415V, 50 Hz. switch disconnector fuse unit complete with front drive mechanism with door inter lock, padlocking arrangement etc., complete with fuse links on existing control panel.

60 / 63A TPN 415V, 50 Hz. switchs Disconnector fuse unit with HRC fuses.

Supply and erection of Panel mounting cubical type 125A TPN 415V, 50 Hz. switch disconnector fuse unit complete with front drive mechanism with door inter lock, padlocking arrangement etc., complete with fuse links on existing control panel.




1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Note : Labour Charges considered for 5 jobs / day

4.1.6




4.1.7




BLD-ELEC-4-2 4.2

4.2.1

Taking Output = eacha) Material60 / 63A, 4 Pole, 415V, 50 Hz. On load cubical type C.O.S each 1.00 4134.90 4134.90 ELEC-2.2.1b) Labour charges :Skilled Electrician day 0.17 297.00 49.60Semi Skilled Electrician day 0.17 260.00 43.42Helpers day 0.33 260.00 86.58Sundries such as hardware etc., LS 33.00


4.2.2

Taking Output = eacha) Material125A, 4 Pole, 415V, 50 Hz. On load cubical type C.O.S each 1.00 7827.80 7827.80 ELEC-2.2.2b) Labour charges :Skilled Electrician day 0.17 297.00 49.60Semi Skilled Electrician day 0.17 260.00 43.42Helpers day 0.33 260.00 86.58Sundries such as hardware etc., LS 33.00


4.2.3





Panel Mounting Cubical type, 4pole onload change over switch confirming to IS 13947-3-1993.

Supply and erection of Panel mounting cubical type L.T heavy duty ON LOAD change over switch of 60 / 63A, 4 pole, 415V, 50 Hz. with all accessories etc., complete on existing control panel.

Supply and erection of Panel mounting cubical type L.T heavy duty ON LOAD change over switch of 125A, 4 pole, 415V, 50 Hz. with all accessories etc., complete on existing control panel.



1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

4.2.4



4.2.5



4.2.6



4.2.7


Rate per each 39988.804.2.8


Rate per each 65346.30BLD-ELEC-4-3 4.3 Panel Mounting Moulded Case Circute Breakers (MCCBs)

4.3.1

Taking Output = eacha) Material60 / 63A, 3 Pole, 10 / 16kA, MCCB. each 1.00b) Labour charges :Skilled Electrician day 0.17Semi Skilled Electrician day 0.17






Supply and erection of Panel mounting 60 / 63A, 3 Pole, 10 /16kA, MCCB with thermal magnetic setting / Microprocessor based release arrangement with all connections etc., complete on existing panel.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Helpers day 0.33Sundries such as hardware etc., LSRate per eachNote : Labour Charges considered for 6 jobs / day

4.3.2

Taking Output = eacha) MaterialCost of 60 / 63A, 4 Pole Panel mounting 10 / 16 kA, MCCB each 1.00b) Labour charges :Skilled Electrician day 0.17Semi Skilled Electrician day 0.17Helpers day 0.33Sundries such as hardware etc., LSRate per eachNote : Labour Charges considered for 6 jobs / day

4.3.3

Taking Output = eacha) MaterialCost of 125A, 3 Pole, 25 kA panel mounting MCCB. each 1.00 7194.00 7194.00 ELEC-2.8.2b) Labour charges :Skilled Electrician day 0.17 297.00 49.60Semi Skilled Electrician day 0.17 260.00 43.42Helpers day 0.33 260.00 86.58Sundries such as hardware etc., LS 33.00


4.3.4

Taking Output = eacha) MaterialCost of 125A, 4 Pole, 25 kA panel mounting MCCB. each 1.00 8698.20 8698.20 ELEC-2.8.6b) Labour charges :Skilled Electrician day 0.17 297.00 49.60Semi Skilled Electrician day 0.17 260.00 43.42Helpers day 0.33 260.00 86.58Sundries such as hardware etc., LS 33.00


4.3.5

Taking Output = eacha) Material250A, 4 Pole, 36/35kA panel mounting MCCB each 1.00 20817.90 20817.90 ELEC-2.8.7b) Labour charges :Skilled Electrician day 0.20 297.00 59.40Semi Skilled Electrician day 0.40 260.00 104.00Helpers day 0.40 260.00 104.00Sundries such as hardware etc., LS 33.00


4.3.6

Taking Output = eacha) Material400A, 4 Pole, 36/35kA panel mounting MCCB each 1.00b) Labour charges :Skilled Electrician day 0.20Semi Skilled Electrician day 0.40Helpers day 0.40Sundries such as hardware etc., LSRate per eachNote : Labour Charges considered for 5 jobs / day

Supply and erection of Panel mounting 60 / 63A, 4 Pole, 10 / 16kA, MCCB with thermal magnetic setting / Microprocessor based release arrangement with all connections etc., complete on existing panel.

Supply and erection of Panel mounting 125A, 3 Pole, 25kA, MCCB with thermal magnetic setting / Microprocessor based release arrangement with all connections etc., complete on existing panel.

Supply and erection of Panel mounting 125A, 4 Pole, 25kA, MCCB with thermal magnetic setting / Microprocessor based release arrangement with all connections etc., complete on existing panel.

Supply and erection of Panel mounting 250A, 4 Pole, 35 / 36kA, MCCB with thermal magnetic setting / Microprocessor based release arrangement with all connections etc., complete on existing panel.

Supply and erection of Panel mounting 400A, 4 Pole, 35 /36kA, MCCB with thermal magnetic setting / Microprocessor based release arrangement with all connections etc., complete on existing panel.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

BLD-ELEC-4-4 4.4 DISTRIBUTION BOARDS4.4.1

A


each 1.00 716.00 716.00 ELEC-2.12.3

40A D.P.Isolator / ECCB / RCCB each 1.00 366.20 366.20 ELEC-2.10.2

10 kA - 6-32A range SP MCBs each 4.00 200.60 802.40 ELEC-2.9.1

b) Labour charges :Skilled Electrician day 0.50 297.00 148.50Semi Skilled Electrician day 0.50 260.00 130.00Helpers day 1.00 260.00 260.00Sundries such as hardware, cement etc, LS 33.00


B


each 1.00 804.60 804.60 ELEC-2.12.4





C


each 1.00 997.90 997.90 ELEC-2.12.5





4.4.2

A


each 1.00 981.70 981.70 ELEC-2.12.6





B

Supply and fixing SPN Distribution board with IP-20 protection suitable for single phase Earth Leakage Circute Braker (ELCB) / Residual Current Circute Braker (RCCB) / Double Pole (DP) Isolator as incomer and 10kA SP MCBs as out going including internal connections and labour charges for surface / flush mounting etc., complete.

40A DP Isolator / RCCB / ELCB - 1 No for incomer, 6-32A SP MCBs - 4Nos for outgoing.

SPN 4way D.B with IP-20 Protection suitable for single phase ECCB / RCCB/ DP Isolator.


SPN 8way D.B with IP-20 Protection suitable for single phase ECCB / RCCB/ DP Isolator.


SPN 12 way D.B with IP-20 Protection suitable for single phase ECCB / RCCB/ DP Isolator.

Supply and fixing SPN Distribution board with IP-42 protection (Metal Door) suitable for single phase ELCB / RCCB/DP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour charges for surface / flush mounting etc., complete.

40A DP Isolator/ RCCB / ELCB - 1 No for incomer, 6-32A SP MCBs - 4Nos for outgoing.

SPN 4 way D.B with IP-42 Protection (MD) suitable for single phase ECCB / RCCB/ DP Isolator.



1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.


each 1.00 1225.80 1225.80 ELEC-2.12.7





C


each 1.00 1477.40 1477.40 ELEC-2.12.8





4.4.3

A


each 1.00 1398.60 1398.60 ELEC-2.12.21

40A, 4 Pole Isolator / ELCB / RCCB each 1.00 366.20 366.20 ELEC-2.10.2

10kA - 6-32A range SP MCBs each 12.00 200.60 2407.20 ELEC-2.9.1

b) Labour charges :Skilled Electrician day 0.50 297.00 148.50Semi Skilled Electrician day 1.00 260.00 260.00Helpers day 1.00 260.00 260.00Sundries such as TW Plugs, Screws Cement etc, LS 33.00


B


each 1.00 1398.60 1398.60 ELEC-2.12.21





C


each 1.00 3373.90 3373.90 ELEC-2.12.66



b) Labour charges :Skilled Electrician day 0.50 297.00 148.50Semi Skilled Electrician day 1.00 260.00 260.00Helpers day 1.00 260.00 260.00


40A DP Isolator/ RCCB / ELCB - 1 No for incomer, 6-32A SP MCBs - 8 Nos for outgoing.


Supply and fixing TPN Distribution board with IP-20 protection suitable for 3 phase ELCB / RCCB / FP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour charges for surface / flush mounting etc., complete.

40A FP Isolator/ RCCB / ELCB - 1 No for incomer, 10kA-6-32A SP MCBs - 12Nos for outgoing.

4way TPN, D.B with IP-20 Protection suitable for 3 phase ELCB / RCCB/ FP Isolator as incommer.

63A FP Isolator - 1 No for incomer, 10kA- 6-32A SP MCBs - 12Nos for outgoing.

4way TPN, D.B with IP-20 Protection suitable for 3 phase ELCB / RCCB/ FP Isolator as incommer.

80A FP Isolator - 1 No for incomer, 10kA- 6-32A SP MCBs - 18Nos for outgoing.

6 way TPN, D.B with IP-20 Protection suitable for 3 phase ELCB / RCCB/ FP Isolator as incommer.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Sundries such as TW Plugs, Screws Cement etc, LS 33.00


4.4.4

A


each 1.00 2490.50 2490.50 ELEC-2.12.24





B


each 1.00 2490.50 2490.50 ELEC-2.12.24





C


each 1.00 1849.00 1849.00 ELEC-2.12.62





4.4.5

A Incomer : 63A FP Isolator / ELCB / RCCB Outgoing : 32A TP MCBs 2 Nos and 6-32A SP MCBs 6 Nosa) Material

Nos 1.00 3679.60 3679.60 ELEC-2.12.47

63Apms, 4 Pole Isolator / ELCB / RCCB Nos 1.00 889.40 889.40 ELEC-2.10.7

32A TP MCBs Nos 2.00 817.50 1635.00 ELEC-2.9.13

10kA -6-32A SP MCBs Nos 6.00 200.60 1203.60 ELEC-2.9.1

b) Labour charges :Skilled Electrician day 0.50 297.00 148.50Semi Skilled Electrician day 1.00 260.00 260.00Helpers day 1.00 260.00 260.00Sundries, suchas T.W plugs, Screws, Cement etc, LS 33.00


Supply and fixing TPN Distribution board with IP-42 protection (Metal Door) suitable for 3 phase ELCB / RCCB / FP Isolator as incomer and 10kA SP MCBs as outing going including internal connection and labour charges for surface / flush mounting etc., complete.

40A FP Isolator - 1 No for incomer, 10kA-6-32A SP MCBs - 12Nos for outgoing.

4way TPN, D.B with IP-42 Protection (MD) suitable for 3 phase ELCB / RCCB/ FP Isolator as incommer.

63A FP Isolator - 1 No for incomer, 10kA-6-32A SP MCBs - 12Nos for outgoing.

4way TPN, D.B with IP-42 Protection (MD) suitable for 3 phase ELCB / RCCB/ FP Isolator as incommer.

80A FP Isolator - 1 No for incomer, 6-32A SP MCBs - 18Nos for outgoing.

6 way TPN, D.B with IP-42 Protection (MD) suitable for 3 phase ELCB / RCCB/ FP Isolator as incommer.

Supply and fixing TPN - Vertical type Distribution board with IP - 20 Protection suitable for 3 phase ELCB / RCCB / FP Isolator as incomer and 10 kA TP / SP MCBs as outing going including internal connection and labour charges for surface / flush mounting etc., complete.

4way TPN - Vertical type DB with IP-20 protection suitable for 3 Phase ELCB / RCCB / 4 Pole Isolator as in commer and TP / SP MCBs as outgoing with Bus-bar arrangment etc.,


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

B Incomer : 80A FP Isolator / ELCB / RCCB Outgoing : 32A TP MCBs 4 Nos and 6-32A SP MCBs 12Nosa) Material

Nos 1.00 6321.20 6321.20 ELEC-2.12.28

80 Apms, 4 Pole Isolator / ELCB / RCCB Nos 1.00 940.70 940.70 ELEC-2.10.8

32A TP MCBs Nos 4.00 817.50 3270.00 ELEC-2.9.13




4.4.6

A Incomer : 63A FP Isolator/ ELCB / RCCB Outgoing : 32A TP MCBs 2 Nos and 6-32A SP MCBs 6 Nosa) Material

Nos 1.00 5945.40 5945.40 ELEC-2.12.30

63Apms, 4 Pole Isolator / ELCB / RCCB Nos 1.00 889.40 889.40 ELEC-2.10.7

32A TP MCBs Nos 2.00 817.50 1635.00 ELEC-2.9.13




B Incomer : 80A FP Isolator/ ELCB / RCCB Outgoing : 32A TP MCBs 4 Nos and 6-32A SP MCBs 12 Nosa) Material

Nos 1.00 7527.60 7527.60 ELEC-2.12.32

80 Apms, 4 Pole Isolator / ELCB / RCCB Nos 1.00 940.70 940.70 ELEC-2.10.8

32A TP MCBs Nos 4.00 817.50 3270.00 ELEC-2.9.13




4.4.7

A Incomer : 63A FP Isolator/ ELCB / RCCB Phase Control : 40A DP Isolator 3 NosOutgoing : 10kA 6-32A SP MCBs 12 Nosa) Material

Nos 1.00 5869.80 5869.80 ELEC-2.12.34

63A, 4 Pole Isolator / ELCB / RCCB . Nos 1.00 889.40 889.40 ELEC-2.10.7

40A DP Isolator Nos 3.00 366.20 1098.60 ELEC-2.10.2

6-32 Amps range SP MCBs. Nos 12.00 200.60 2407.20 ELEC-2.9.1

b) Labour charges :Skilled Electrician day 0.50 297.00 148.50Semi Skilled Electrician day 1.00 260.00 260.00Helpers day 1.00 260.00 260.00

8way TPN - Vertical type DB with IP-20 protection suitable for 3 Phase ELCB / RCCB / 4 Pole Isolator as in commer and TP / SP MCBs as outgoing with Bus-bar arrangment etc.,

Supply and fixing TPN - Vertical type Distribution board with IP - 42 Protection (Metal Door) suitable for 3 phase ELCB / RCCB / FP Isolator as incomer and 10 kA TP / SP MCBs as outing going including internal connection and labour charges for surface / flush mounting etc., complete.

4way TPN - Vertical type DB with IP-42 (Metal Door) protection suitable for 3 Phase ELCB / RCCB / 4 Pole Isolator as in commer and TP / SP MCBs as outgoing with Bus-bar arrangment etc.,

8way TPN - Vertical type DB with IP-42 (MD) protection suitable for 3 Phase ELCB / RCCB / 4 Pole Isolator as in commer and TP / SP MCBs as outgoing with Bus-bar arrangment etc.,

Supply and fixing 7 Segment, TPN Distribution board with IP-42 Protection (Metal door) with phase segregation and separation between incoming and outgoing suitable for 3 Phase ELCB / RCCB / FP Isolator as incomer and DP Isolator / RCCB for phase control with 10kA SP MCCB as outgoing including internal connection and labour charges for surface / flush mounting etc., complete.

7 Segment, TPN Distribution 4Way DB with IP-42 (Metal Door) protection with phase segregation and seperation between incomming an outgoing.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Sundries such as T.W. Plugs, Screws, Cement etc., LS 33.00


B Incomer : 80A FP Isolator/ ELCB / RCCB Phase Control : 63A DP Isolator 3 NosOutgoing : 10kA-6-32A SP MCBs 24 Nosa) Material

Nos 1.00 7386.10 7386.10 ELEC-2.12.35

80A, 4 Pole Isolator / ELCB / RCCB . Nos 1.00 940.70 940.70 ELEC-2.10.8

63A DP Isolator Nos 3.00 487.20 1461.60 ELEC-2.10.3

6-32 Amps range SP MCBs. Nos 12.00 200.60 2407.20 ELEC-2.9.1

b) Labour charges :Skilled Electrician day 1.00 297.00 297.00Semi Skilled Electrician day 1.00 260.00 260.00Helpers day 1.00 260.00 260.00Sundries such as T.W. Plugs, Screws, Cement etc., LS 33.00


4.4.8

a) MaterialNos 1.00 7527.60 7527.60 ELEC-2.12.32

125 Amps, 4 Pole , 25 kA MCCB Nos 1.00 9822.60 9822.60 ELEC-2.12.37

10 kA, 32A TP MCBs: Nos 4.00 817.50 3270.00 ELEC-2.9.13

10kA, 6 to 32A SP MCBs: Rs.119 / Each Nos 12.00 200.60 2407.20 ELEC-2.9.1

b) Labour charges :Skilled Electrician day 1.00 297.00 297.00Semi Skilled Electrician day 1.00 260.00 260.00Helpers day 1.00 260.00 260.00Sundries such as T.W. Plugs, Screws, Cement etc., LS 33.00

Rate per each 23877.40Note : 1. Labour Charges considered for 2 jobs / day

a 1No. Semi skilled mason b 1/4 bag cement

4.4.9

a) Material1 Phase Distribution board with 20A plug and socket. Nos 1.00 900.70 900.70 ELEC-2.12.38

10/16/20A SP MCB Nos 1.00 200.60 200.60 ELEC-2.9.1

b) Labour charges :Skilled Electrician Nos 0.25 297.00 74.25Semi skilled Electrician Nos 0.25 260.00 65.00Helpers Nos 0.25 260.00 65.00Sundries such as Cement, Sand, T.W. Plugs, Screws etc., LS 33.00

Rate per each 1338.55Note : 1. Labour Charges considered for 4 jobs / day2. For concealing, add the following:a 1No. Semi skilled mason b 1/4 bag cement

4.4.10

a) MaterialDistribution board with 3 Ph. 20A Plug and Socket . Each 1.00 900.70 900.70 ELEC-2.12.38

32A TP MCB, 10 kA Each 1.00 954.80 954.80 ELEC-2.9.5

b) Labour charges :Skilled Electrician Nos 0.33 297.00 98.01Semi skilled Electrician Nos 0.33 260.00 85.80Helpers Nos 0.33 260.00 85.80Sundries such as Cement, T.W. Plugs, Screws etc., 33.00

Rate per each 2158.11Note : 1. Labour Charges considered for 3 jobs / day2. For concealing, add the following:

7 Segment, TPN Distribution 8 Way DB with IP-42 (Metal Door) protection with phase segregation and seperation between incomming an outgoing.

Supply and fixing TPN - Vertical type Distribution board with IP -42 Protection (Metal Door) with 125A, 4Pole 25 kA MCCB as incomer with 4Nos 32A TP MCBs and 12 Nos. 10 kA SPMCBs as outgoing including internal connection and labour charges for surface / flush mounting etc., complete.

8 Way TPN Vertical DB with IP -42 (Metal door) protection suitable for 125A, 4 Pole, 16kA MCCB as incomer.

2. If the Distribution Boards from Item No. 4.4.1 to 4.4.8 proposed for concealing, add the following:

Supply and fixing Distribution board with 20A single phase plug and Socket, in sheet steel enclosure with 10/16/20A SP MCB including internal connection and labour charges for surface / flush mounting etc., complete

Supply and fixing Distribution board with 20A 3 phase plug and Socket, in sheet steel enclosure with 16/20A TP MCB including internal connection and labour charges for surface / flush mounting etc., complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

a 1No. Semi skilled mason b 1/4 bag cement

BLD-ELEC-5 5 EARTHINGBLD-ELEC-5-1 5.1 EARTHING

5.1.1

a) Materialcum 0.85 166.69 141.69

cum 0.90 84.86 76.37

54.52

40mm dia 'B' Class G.I pipe Mtr 2.50 189.00 472.50 ELEC-8.1.62Each 1.00 170.00 170.00 M-101

Drilling of 16 Nos through holes of 12mm dia to G.I pipe Each 16.00 50.00 800.00 ELEC-8.1.63

G.I Nuts, Bolts an Washers Set 4.00 10.00 40.00 ELEC-8.1.64

18" dia hume pipe ring Each 1.00 200.00 200.00 ELEC-8.1.65

Hard Coke Kg 40.00 8.00 320.00 ELEC-8.1.16

Salt Kg 20.00 4.00 80.00 ELEC-8.1.17

b) labour charges for fixing pipe ring and connections Semi skilled Electrician Nos 0.50 297.00 148.50Helpers Nos 0.50 260.00 130.00Sundries 33.00


a) Materialcum 1.27 166.69 211.70

cum 1.87 84.86 158.69

25% extra for trenches and narrow Pit, back filling and blending. 92.60cum 0.90

4077.053669.35

Masonary through with brick Masonry with CM 1:3 cum 0.23 2858.64 657.49sqm 2.09

84.89177.42

40mm dia G.I pipe Class 'B' (Civil SSR) Mtr 2.50 189.00 472.5019mm dia G.I pipe Mtr 0.30 0.3040mm x 19mm reducer Each 1.00 1.00G.I Funel covered with wire mesh Each 1.00 1.00

Each 1.00 1.00

Drilling of staggered holes of 12mm dia to G.I pipe. Each 16.00 16.00G.I Bolts, Nuts and Washers. Set 4.00 4.00Hard Coke. kg 4.00 4.00Salt. kg 20.00 20.00Cost Iron cover 400 mm x 400mm x 50mm. L.Sb) labour charges for fixing pipe Skilled Electrician Nos 1.00 1.00Sundries such as Lugs and Saddles 33.00


Providing independent earthling by excavating a trench to a depth of 2.1 M in all soils, as per size specified in the Data, using 40mm dia 'B' class GI pipe of 2.5 Mtrs length with necessary accessories with hume pipe ring duly providing staggered holes including filling with equal proportion of Salt and Charcoal in layers and all labour charges etc., complete for small quarters.

Earth Work Excavation of Hard gravel Soil with small boulder for trench 1st step of size 1.5 x 0.6 x 0.9 m (5'x2'x3')

Excavation of Hard disteggrated rocks and boulders for trench 2nd Step of size 1.2 x 0.6 x 1.2 m (Civil SSR) (4'x2'x4')

25% extra for narrow trench & pit and back filling with Sand, Coke, Salt etc., and leveling

25 x 6 mm (1"X 1/4") G.I Flat duly drilled 12mm holes (4 Nos) of 200 mm (8") length

Providing independent earthing for Important equipment with 40mm dia 'B' class 2.5m long G.I pipe and 19mm dia 'B' class G.I pipe of 0.3mtr. long connected with reducer providing G.I funnel with mesh enclosed in C.C.Chamber of 400m x 400m x 400mm with R.C.C. Slab cover duly providing staggered holes filling with salt and charcoal from the bottom of the pipe giving earth connection from electrode through G.I strip of 25 x 6mm x 200mm length with all accessories and labour charges complete, as per IS specifications 732/1982 (Part II)

Earth work excavation of hard gravel soil with small boulders for trench 1st step of size 1.5 x 0.9 x 0.9 m (5'x3'x3')

Earth work hard disintegrated rock and boulders for trench 2nd Step of size 1.2 x 0.9 x 1.65 m (Civil SSR-16) (4'x3'x5.5')

Laying C.C bed in Cement mortar with 1: 2:4 with 20 mm HBG Stone Metal (Civil SSR).

Cement plastering inside through with 1:3 Cement mortar, 12 mm thick (Civil SSR).

25mm x 6mm x 200 mm length G.I Strip (Flat) with 4 Nos. Holes of 12mm dia.

Providing independent earthing for Sophisticated Electronic equipment with 600mm x 600mm x 3.15mm thick copper plate rigidly fixed to 40mm dia G.I Pipe of 0.3mtr. length connected with reducer providing G.I funnel with wiremesh as per National Electric Code including C.C.Chamber of size 400m x 400m x 400mm covered with R.C.C. Slab filling with salt and charcoal giving earth connection from electrode G.I strip of 25mm x 6mm x 200mm length with all accessories and labour charges complete as per IS specification 732/1982 (Part II).


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

a) Materialcum 1.27

cum 1.87

25% extra for trenches and narrow Pit, back filling and blending.cum 0.90

Masonary through with brick Masonry with CM 1:3 cum 0.23sqm 2.09

40mm dia G.I pipe Class 'B' (Civil SSR) Mtr 2.5019mm dia G.I pipe Mtr 0.3040mm x 19mm reducer Each 1.00G.I Funel covered with wire mesh Each 1.00

Each 1.00

600mm x600mm x 3.15mm thick copper plate kg 10.00Drilling of staggered holes of 12mm dia to G.I pipe. Each 16.00G.I Bolts, Nuts and Washers. Set 4.00Hard Coke. kg 4.00Salt. kg 20.00Cost Iron cover 400 mm x 400mm x 50mm. L.Sb) labour charges for fixing pipe Skilled Electrician Nos 1.00Sundries such as Lugs and SaddlesRate per each

BLD-ELEC-5-2 5.2 G.I Wire and Strip5.2.1

a) MaterialNo.8 SWG G.I wire 100 M Length (0.104 Kg / Mtr) Kg 10.40 549.90 5718.96 ELEC-8.1.41

U' Nails 100Nos 1.50 40.00 60.00b) labour charges Helpers day 2.00 260.00 520.00Sundries. 33.00

C) Cost for 100 M 6331.96

Rate per mtr c/100 63.32

5.2.2

a) MaterialNo.10 SWG G.I wire 100 M Length (0.067 Kg / Mtr) Kg 6.70 549.90 3684.33U' Nails 100Nos 1.50 40.00 60.00b) labour charges Helpers day 2.00 260.00 520.00Sundries. 33.00

C) Cost for 100 M 4297.33


5.2.3


C) Cost for 100 M 3032.56


5.2.4


C) Cost for 100 M 2042.74


5.2.5

a) Material25mm x 6mm G.I Strip 100 M Length (1.18 Kg / Mtr) kg 118.00b) labour charges Skilled Electrician Nos 2.00

Earth work excavation of hard gravel soil with small boulders for trench 1st step of size 1.5 x 0.9 x 0.9 m (5'x3'x3')

Earth work hard disintegrated rock and boulders for trench 2nd Step of size 1.2 x 0.9 x 1.65 m (Civil SSR-16) (4'x3'x5.5')

Laying C.C bed in Cement mortar with 1: 2:4 with 20 mm HBG Stone Metal (Civil SSR).

Cement plastering inside through with 1:3 Cement mortar, 12 mm thick (Civil SSR).

25mm x 6mm x 200 mm length G.I Strip (Flat) with 4 Nos. Holes of 12mm dia.

Supply and Run of No.8 SWG G.I wire including cost of all accessories and labour charges etc., complete.




Supply and Run of 25mm x 6mm G.I Strip including cost of all accessories and labour charges etc., complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Helper Nos 2.00Sundries such as T&P.C) Cost for 100 MRate per mtr c/100

5.2.6

a) Material40mm x 6mm G.I Strip 100 M Length (1.88 Kg / Mtr) kg 188.00b) labour charges Skilled Electrician Nos 2.00Helper Nos 2.00Sundries such as T&P.C) Cost for 100 MRate per mtr c/100

5.2.7

a) Material50mm x 6mm G.I Strip 100 M Length (2.36 Kg / Mtr) kg 236.00b) labour charges Skilled Electrician Nos 2.00Helper Nos 2.00Sundries such as T&P.C) Cost for 100 MRate per mtr c/100

BLD-ELEC-5-3 5.3 Copper wire and Strip5.3.1

a) MaterialO' SWG Copper wire (0.455 Kg/Mtr.) 100 M Length Kg 45.50b) labour charges Skilled Electrician Nos 1.00Semi skilled Electrician Nos 1.00Helper Nos 1.00Sundries such as T&P and rounding offC) Cost for 100 MRate per mtr c/100

5.3.2

a) Material8 SWG Copper wire (0.1155 Kg/Mtr.) 100 M Length Kg 11.55b) labour charges Skilled Electrician Nos 1.00Semi skilled Electrician Nos 1.00Helper Nos 1.00Sundries such as T&P and rounding offC) Cost for 100 MRate per mtr c/100

5.3.3

a) Material14 SWG Copper wire (0.028 Kg/Mtr.) 100 M Length Kg 2.80b) labour charges Skilled Electrician Nos 1.00Semi skilled Electrician Nos 1.00Helper Nos 1.00Sundries such as T&P and rounding offC) Cost for 100 MRate per mtr c/100

5.3.4

a) Material25mmx 3mm Copper strip (0.663 Kg / Mtr) 100 M Length Kg 66.30b) labour charges Skilled Electrician Nos 2.00Helper Nos 2.00Sundries and rounding offC) Cost for 100 MRate per mtr c/100

5.3.5 LS

a) Material32mmx 6mm Copper strip (1.697 Kg / Mtr) 100 M Length Kg 169.70b) labour charges Skilled Electrician Nos 2.00

Supply and Run of 40mm x 6mm G.I Strip including cost of all accessories and labour charges etc., complete

Supply and Run of 50mm x 6mm G.I Strip including cost of all accessories and labour charges etc., complete.

Supply and Run of Zero gauge copper wire including cost of all accessories and labour charges etc., complete

Supply and Run of No. 8 SWG copper wire including cost of all accessories and labour charges etc., complete.

Supply and Run of No. 14 SWG copper wire including cost of all accessories and labour charges etc., complete

Supply and Run of 25mm x 3mm copper strip including cost of all accessories and labour charges etc., complete.

Supply and Run of 32mm x 6mm copper strip including cost of all accessories and labour charges etc., complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Helper Nos 2.00Sundries and rounding offC) Cost for 100 MRate per mtr c/100

BLD-ELEC-6 6 SERVICE MAINS & LTOH LinesBLD-ELEC-6-1 6.1 WPSC (Weather Prrof Single Core) (PVC Cleats)

6.1.1

a) Material2.5 Sq.mm WPSC Aluminium cable 100 M 2.00No.10 SWG G.I wire. (0.026 Kg / Mtr) Length 100 RM kg 6.70PVC Cleats 100 Nos 1.00b) labour charges Skilled Electrician day 1.00Semi skilled day 1.00Helper day 1.00Sundries such as insulation tapes and rounding offC) Cost for 100 MRate per mtr c/100

6.1.2

a) Material6 Sq.mm WPSC Aluminium cable 100 M 2.00No.10 SWG G.I wire. (0.026 Kg / Mtr) Length 100 RM kg 6.70PVC Cleats 100 Nos 1.00b) labour charges Skilled Electrician day 1.00Semi skilled day 1.00Helper day 1.00Sundries such as insulation tapes and rounding offC) Cost for 100 MRate per mtr c/100

6.1.3

a) Material10 Sq.mm WPSC Aluminium cable 100 M 2.00No.10 SWG G.I wire. (0.026 Kg / Mtr )Length 100 RM kg 6.70PVC Cleats 100 Nos 1.00b) labour charges Skilled Electrician day 1.00Semi skilled day 1.00Helper day 1.00Sundries such as insulation tapes and rounding offC) Cost for 100 MRate per mtr c/100

6.1.4

a) Material6 Sq.mm WPSC Aluminium cable 100 M 4.00No.10 SWG GI Wire (6.7kg x 2) Length 200 RM kg 13.40Binding wire kg 0.25PVC Cleats / Separters 4 W. 100 Nos 1.00b) labour charges Skilled Electrician day 2.00Semi skilled day 2.00Helper day 2.00Sundries such as insulation tapes and rounding offC) Cost for 100 MRate per mtr c/100

6.1.5

a) Material10 Sq.mm WPSC Aluminium cable 100 M 4.00No.10 SWG GI Wire (6.7kg x 2) Length 200 RM kg 13.40

Supply and Run of 2 of 2.5 Sq.mm WPSC (Whether Proof Single Core) Aluminium cable along with No.10 SWG G.I bearer wire through PVC cleats with all accessories including labour charges etc., complete for service mains.

Supply and Run of 2 of 6 Sq.mm WPSC Aluminium cable along with No.10 SWG G.I bearer wire through PVC cleats with all accessories including labour charges etc., complete for service mains.


Supply and Run of 4 of 6 Sq.mm WPSC Aluminium cable along with No.10 SWG G.I bearer wire on both sides through PVC cleats with all accessories including labour charges etc., complete for service mains.

Supply and Run of 4 of 10 Sq.mm WPSC Aluminium cable along with No.10 SWG G.I bearer wire on both sides through PVC cleats with all accessories including labour charges etc., complete for service mains.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Binding wire kg 0.25PVC Cleats / Separters 4 W. 100 Nos 1.00b) labour charges Skilled Electrician day 2.00Semi skilled day 2.00Helper day 2.00Sundries such as insulation tapes and rounding offC) Cost for 100 MRate per mtr c/100

6.1.6

a) Material16 Sq.mm WPSC Aluminium cable 100 M 4.00No.10 SWG GI Wire (6.7kg x 2) Length 200 RM kg 13.40Binding wire kg 0.25PVC Cleats / Separters 4 W. 100 Nos 1.00b) labour charges Skilled Electrician day 2.00Semi skilled day 2.00Helper day 2.00Sundries such as insulation tapes and rounding offC) Cost for 100 MRate per mtr c/100

BLD-ELEC-6-2 6.2 WPTC (Weather Prrof Twin Core) Cable6.2.1

a) Material6 Sq.mm (7/18) wptc Aluminium cable 100 M 1.00No.10 G.I wire. Length 100 RM kg 6.70Insulation tapes each 2.00Aluminium link clips box 2.00b) labour charges Skilled Electrician day 1.00Semi skilled day 1.00Helper day 1.00Sundries and rounding offC) Cost for 100 MRate per mtr c/100

6.2.2

a) Material10 Sq.mm (7/18) wptc Aluminium cable 100 M 1.00No.10 G.I wire. Length 100 RM kg 6.70Insulation tapes each 2.00Aluminium link clips box 2.00b) labour charges Skilled Electrician day 1.00Semi skilled day 1.00Helper day 1.00Sundries and rounding offC) Cost for 100 MRate per mtr c/100

6.2.3

a) Material6 Sq.mm (7/18) wptc Aluminium cable 100 M 2.00No.10 G.I wire. Length 100 RM kg 6.70PVC insulation tapes each 4.00Link clips box 2.00b) labour charges Skilled Electrician day 1.00Semi skilled day 1.00Helper day 1.00Sundries and rounding offC) Cost for 100 MRate per mtr c/100

6.2.4


Supply and Run of 1 of 6 Sq.mm WPTC Aluminium cable along with No.10 SWG G.I bearer wire through PVC cleats with all accessories including labour charges etc., complete.



Supply and Run of 2 of 10 Sq.mm WPTC Aluminium cable along with No.10 SWG G.I bearer wire through PVC cleats with all accessories including labour charges etc., complete


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.


6.2.5


BLD-ELEC-6-3 6.3 L.T.O.H. Lines6.3.1

a) MaterialAngle Iron 38 x 38 x 6 mm (1.5"x1.5"x1/4") kg 4.27Drilling Holes each 6.00M.S Clamp 25mm x 6mm with bolts and nuts each 1.00Pin insulators 100 x 80 mm (4"x3 1/2") each 3.00C.I Nob each 1.00Cutting of angle Iron and Welding including cost of flat Iron etc., LSb) labour charges Skilled Electrician day 0.13Semi skilled day 0.13Rate per EachNote : 1. Labour Charges considered for 8 jobs / day

6.3.2

a) MaterialAngle Iron 38 x 38 x 6 mm (1.5"x1.5"x1/4" (0.61 mt)) kg 2.13Drilling Holes each 4.00M.S Clamp 25mm x 6mm with bolts and nuts each 1.00Pin insulators 100 x 80 mm (4"x3 1/2") each 1.00C.I Knob each 1.00Cutting of angle Iron and Welding including cost of flat Iron sundires. LS

b) labour charges Skilled Electrician day 0.10Semi skilled day 0.10Rate per EachNote : 1. Labour Charges considered for 10 jobs / day

6.3.3

a) Materialeach 1.00

Stay tight set (Jum Bracket 300mm) pair 1.00Stay wire 7/20 weighing 4kgs each 1.00Cement Concrete 1:3:6 (As per Civil SSR) cum 0.14Excavation of pit and back filling 1.5 x 0.75 x 0.6 m (5'x2.5'x2') cum 0.68Stay clamp with bolts and nuts set 1.00L.T guy insulator each 1.00b) labour charges Skilled Electrician. day 0.50


Supply and fixing of 3 phase, 4 wire angle iron cross arm with 3 Nos shackle / pin insulators for phases and C.I knob for neutral including cost and conveyance of all materials.

Supply and fixing of single phase, 2 wire angle iron cross arm with 1 Nos shackle / pin insulators for phases and C.I knob for neutral including cost and conveyance of all materials.

Supply and fixing of stayset with 7/8 SWG (10to 15m long) guy insulator with concreting 1:3:6 incluidng excavation of pit and back filling including cost and conveyance of all materials and labolur charges etc., complete.

Stay rod of 16mm dia (7/8 SWG) 1560mm length with bolts and nuts with switch plate.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Man Mazdoor day 1.00Rate per EachNote : 1. Labour Charges considered for 2 jobs / day

6.3.4

a) Material50 x 50 x 6 mm (2"x2"x1/4") Angle Iron of 1.52 Mtr length kg 5.3238 x 38 x 6 mm (1.5"x1.5"x1/4") Angle Iron of 0.45 Mtr kg 1.57Special Flat Iron Clamp 25x6mm with bolts and nuts each 1.00No.8 SWG G.I wire 8m Length kg 0.80b) labour charges Skilled Electrician day 0.25Semi skilled day 0.25Helper day 0.50Sundires such as bolts, nuts including soldering.Rate per EachNote : 1. Labour Charges considered for 4 jobs / day

6.3.5 OH Conductors

a) Material7/2.0 AAAC (Squirrel) km 1.007/2.0 AAAC for binding and Jumpering. km 0.10Aluminium Clamps each 10.00b) labour charges Skilled Electrician day 2.00Helper day 8.00For special T&P LSSundires and rounding offRate per km

a) Material7/2.5 AAAC / Weasel (34 Sq.mm) km 1.007/2.5 AAAC for binding and Jumpering. km 0.10Aluminium Clamps each 10.00b) labour charges Skilled Electrician day 2.00Helper day 8.00For special T&P LSSundires and rounding offRate per km

a) Material7/3.15 AAAC / Rabbit (55 Sq.mm) km 1.007/3.15 AAAC for binding and Jumpering. km 0.10Aluminium Clamps each 10.00b) labour charges Skilled Electrician day 2.00Helper day 8.00For special T&P LSSundires and rounding offRate per km

6.3.6

a) MaterialPVC spacer suitable for 3 to 5 conductos. each 1.00b) labour charges Helper day 0.20Special T&P. LSRate per kmNote : 1. Labour Charges considered for 5 jobs / day

6.3.7

Supply and fixing of over head line horizontal type safety device with angle iron cross arm of size 50 x 50 x 6 mm, 1.52m length projection from pole with 38 x 38 x 6 mm (1 1/2"x1 1/2" x 1/4") angle iron arm including G.I wire for earth continuity and cost of all accessories labour charges etc., complete.

6.3.5 (a)

Supply and erecting 7/2.00 AAAC (All Aluminium Annealed Conductor) / Squirrel (20 Sq.mm) conductor for Overhead line with stringing, binding and suitable size of clamps for Jumpering etc., complete

6.3.5 (b)

Supply and erecting 7/2.50 AAAC / Weasel (34 Sq.mm) conductor for Overhead line with stringing, binding and suitable size of clamps for Jumpering etc., complete.

6.3.5 (c)

Supply and erecting 7/3.15 AAAC / Rabbit (55 Sq.mm) conductor for Overhead line with stringing, binding and suitable size of clamps for Jumpering etc., complete.

Supply and erecting of fibre / PVC spacers for L.T Overhead line of 3 to 5 conductors.

Excavation of hard rock or Bituminous road (BT) by chiselling for preparing pit for poles / stay / earth plates / laying pipes, including clearing the site by removing debris and making the site to original position.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

a) MaterialCutting B.T road surface (As per Civil SSR) cum 1.00

cum 1.00

Unit = 1cuma) MaterialBricks traditional size 23 x 11 x 7 cms 2nd class Nos 512.00Cement Mortar 1:6 cum 0.20b) labour charges

day 0.24

day 0.56

Mazdoor (unskilled) day 1.88Scaffolding chargesAdd 25% extra on labour for isolated workRate per cumPlastering with CM (1:5), 12 mm thick

Unit = 10 sqma) MaterialCement Mortor (1:5) cum 0.15b) labour charges

day 0.60

Mazdoor (unskilled) day 0.96Rate per cumCRS Masonry in CM (1:6) 2nd Sort

Unit = 1cuma) MaterialCoursed Rubble Stone cum 0.94Bond Stones 7Nos 0.24 x 0.24 x 0.39 = 0.16cum cum 0.16Cement Mortar 1:6 cum 0.32b) labour charges

day 0.45

day 1.05

Mazdoor (unskilled) day 2.32Add 25% extra on labour for isolated workRate per cum

a) Material9.1 Mtr PSCC pole of 300 Kg working load each 1.00Transportation Charges @ 5% of CostHelper for Unloading day 0.50Rate per eachNote : 1. Unloading Charges considered for 12 jobs / 6 Helpers / day

a) Material9.1 Mtr PSCC pole of 280 Kg working load each 1.00Transportation Charges @ 5% of CostHelper for Unloading day 0.50Rate per eachNote : 1. Unloading Charges considered for 12 jobs / 6 Helpers / day

a) Material8 Mtr PSCC pole of 200 Kg working load each 1.00Transportation Charges @ 5% of CostHelper for Unloading day 0.50Rate per each

Excavation of WBM under B.T

Note : Rate shall be as per Civil SSR6.3.8 (a)

Brick Masonry in CM (1:6) with country Bricks traditional size 23 x 11 x 7 cms

Mason 1st class

Mason 2nd class

6.3.8 (b)

Mason 1st class

6.3.8 (c)

Mason 1st class

Mason 2nd class

6.3.9 (a)

Supply Transportation and unloading the 9.1mtr long PSCC poles with 300kg working load at site in good condition for H.T. / L.T. lines support including cost and conveyance of all materials and labour charges etc., complete.

6.3.9 (b)


6.3.9 (c)



1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Note : 1. Unloading Charges considered for 12 jobs / 6 Helpers / day

a) Material8 Mtr PSCC pole of 140 Kg working load each 1.00Transportation Charges @ 5% of CostHelper for Unloading day 0.50Rate per eachNote : 1. Unloading Charges considered for 12 jobs / 6 Helpers / day

a) Material175mm x 85mm, 9.0 Mtr long R.S.Joist (1mt = 19.6 Kg) kg 176.40Transportation Charges @ 5% of CostHelper for Unloading day 0.33Rate per eachNote : 1. Unloading Charges considered for 20 jobs / 6 Helpers / day

a) Material150mm x 75mm, 8.0 Mtr long R.S.Joist (1mt = 15.0 Kg) kg 120.00Transportation Charges @ 5% of CostHelper for Unloading day 0.33Rate per eachNote : 1. Unloading Charges considered for 20 jobs / 6 Helpers / day

BLD-ELEC-7 7 STREET LIGHT LUMINARIESBLD-ELEC-7-1 7.1 FLOURESCENT LUMINAIRE

7.1.1

a) Material1x40W WP flourscent street light fitting. each 1.00Lamp cost of 40W each 1.00Sundries and rounding offRate per each

7.1.2

a) Material2x11W CFL street light fitting. each 1.00Cost of 11W CFL each 1.00Sundries and rounding offRate per each

7.1.3

a) Material1x18W CFL street light flourscent fitting. each 1.00Lamp cost of 1x18W CFL each 1.00Sundries and rounding offRate per each

BLD-ELEC-7-2 7.2 Mercury Vapour (M.V.) LUMINAIRE7.2.1


80W MV lamp each 1.00Sundries and rounding offRate per each

7.2.2

6.3.9 (d)

Supply, Transportation and unloading the 8.0mtr long PSCC poles with 140kg working load at site in good condition for H.T. / L.T. lines support including cost and conveyance of all materials and labour charges etc., complete.

6.3.10 (a)

Supply Transportation and unloading the RS Joist of 9.0 mtr long 175mm x 85mm size at site in good condition for H.T. / L.T. lines support including cost and conveyance of all materials and labour charges etc., complete.

6.3.10 (b)

Supply Transportation and unloading the RS Joist of 8.0 mtr long 150mm x 75mm size at site in good condition for H.T. / L.T. lines support including cost and conveyance of all materials and labour charges etc., complete.

Supply of 1x40W weatherproof flourescent streetlight fitting comprising canopy of sheet Aluminium in stove enamel finish with copper / VPIT ballast, capacitor, tube and starter etc., complete.

Supply of 2x11W CFL (Compacted Flourescent Lamp), Street light fitting with all standard accessories and 2 Nos 11W CFL, Lamp etc., complete.

Supply of 1x18W CFL, Street light fitting with all standard accessories and 1 No 18W CFL lamp etc., complete.

Supply of single piece die cast Aluminium body with 80W mercury vapour luminaire with copper wound ballast and capacitor including 80W M.V.Lamp etc., complete.

80W MV Lamp fitting single piece die cast Aluminium body with copper wound ballast and capacitor

Supply of single piece die cast Aluminium body with 125W M.V. luminaire with copper wound ballast and capacitor including 125W HPMV lamp etc., complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.


125W MV lamp each 1.00Sundries and rounding offRate per each

BLD-ELEC-7-3 7.3 High Pressure Sodium Vapour (S.V.) LUMINAIRE7.3.1


70W HPSV lamp each 1.00Sundries and rounding offRate per each

7.3.2



7.3.3



BLD-ELEC-7-4 7.4 METAL HALIDE LUMINAIRE7.4.1


70W MH lamp each 1.00Sundries and rounding offRate per each

7.4.2



7.4.3



7.4.4

a) Material

125W MV Lamp fitting single piece die cast Aluminium body with copper wound ballast and capacitor

Supply of Integral street light luminaire of 70W HPSV lamp fitting comprises of single piece die cast Aluminium body with copper wound ballast and capacitor, Ignitor, with pot optics including 70W HPSV lamp etc., complete.

70W HPSV Lamp fitting single piece die cast Aluminium body with copper wound ballast and capacitor, Ignitor, with pot optics





Supply of Integral street light luminaire of 70W MH lamp fitting comprises of single piece die cast Aluminium body with copper wound ballast and capacitor, Ignitor, with pot optics including 70W MH lamp etc., complete

70W MH Lamp fitting single piece die cast Aluminium body with copper wound ballast and capacitor, Ignitor, with pot optics

Supply of Integral street light luminaire of 150W MH lamp fitting comprises of single piece die cast Aluminium body with copper wound ballast and capacitor, Ignitor, with pot optics including 150W MH lamp etc., complete.


Supply of Integral street light luminaire of 250W MH lamp fitting comprises of single piece die cast Aluminium body with copper wound ballast and capacitor, Ignitor, with pot optics including 250W MH lamp etc., complete.


Supply of integral street light luminaire of 250W MH with IP-65 protection, POT optics comprises of single piece die cast Aluminium body with copper wound ballast and capacitor with 250W MH lamp etc., complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

each 1.00

Lamp cost of 250W MH lamp each 1.00Sundries and rounding offRate per each

BLD-ELEC-7-5 7.5 POST TOP LUMINAIRE7.5.1

a) Material1X9/11/13W CFL Lamp fitting each 1.001X9/11/13W CFL Lamp each 1.00Sundries and rounding offRate per each

7.5.2

a) Material125W HPMV post top Lamp fitting each 1.00Cost of 125W HPMV post top LAMP each 1.00Sundries and rounding offRate per each

7.5.3

a) Material70W HPSV post top Lamp fitting each 1.00Cost of 70W HPSV post top lamp each 1.00Sundries and rounding offRate per each

7.5.4

a) Material80W HPMV post top diamond / sphere type Lamp fitting each 1.0080W HPMV post top diamond / sphere type Lamp each 1.00Sundries and rounding offRate per each

7.5.6

a) Material125W HPMV post top Lamp fitting each 1.00125W HPMV post top Lamp each 1.00Sundries and rounding offRate per each

7.5.7

a) Material70W HPSV diamond / sphere post top Lamp fitting each 1.0070W HPSV diamond / sphere post top Lamp each 1.00Sundries and rounding offRate per each

BLD-ELEC-7-6 7.6 Well Glass Luminaires7.6.1

a) Material80W MV wellglass luminaries each 1.0080W MV wellglass luminaries lamp each 1.00Sundries and rounding offRate per each

7.6.2

a) Material70W SV wellglass luminaires each 1.0070W SV wellglass luminaries. each 1.00Sundries and rounding offRate per each

BLD-ELEC-7-7 7.7 Flood Light Luminaires7.7.1

a) Material

250W IP-65 MH Lamp fitting single piece die cast Aluminium body with copper wound ballast and capacitor

Supply of post top luminaire of mushroom type with clear acrylic cover and comprises of control gear capsule die cast Aluminium alloy with VPIT / copper ballast suitable for 9/11/13W CFL with lamp etc., complete.

Supply of 125W HPMV integral post top luminaire with Aluminium canopy and acrylic diffuser with all standard accessories and 125W HPMV lamp etc., complete.

Supply of 70W HPSV integral post top luminaire with Aluminium canopy and acrylic diffuser with all standard accessories and 70W HPSV lamp etc., complete.

Supply of diamond / sphere type 80W HPMV post top lantern luminaire with all standard accessories including 80W M.V. lamp etc., complete

Supply of diamond / sphere type 125W HPMV post top lantern luminaire with all standard accessories including 125W M.V. lamp etc., complete.

Supply of diamond / sphere type 70W HPSV post top lantern luminaire with all standard accessories including 70W S.V. lamp etc., complete.

Supply of 80W M.V integral wellglass luminaries with all standard accessories and 80W MV lamp etc., complete.

Supply of 70W S.V. integral wellglass luminaries with all standard accessories and 70W S.V. lamp etc., complete.

Supply of 500W Halogen fitting with all accessories including 500W Halogen lamp etc., complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

500W halogen lamp fitting. each 1.00500W halogen lamp each 1.00Sundries and rounding offRate per each

7.7.2

a) Material1000W halogen lamp fitting. each 1.001000W halogen lamp each 1.00Sundries and rounding offRate per each

7.7.3

a) Material250W MH flood light fitting each 1.00250W MH lamp. each 1.00Sundries and rounding offRate per each

7.7.4

a) Material400W MH flood light fitting each 1.00400W MH flood light lamps each 1.00Sundries and rounding offRate per each

BLD-ELEC-7-8 7.8 Labour Charges7.8.1

a) Material23/0060 twin core flexible copper cable M 1.00screws with rawal plugs each 2.00Aluminium flat / cement and sand etc., labour charges. LSb) Labour charges.Skilled Electrician/carpenter day 0.07Semi skilled Electrician / Helper day 0.07Rate per eachNote : Labour Charges considered for15 fixtures / day .

7.9.2

a) Material23/0060 twin core flexible copper cable M 1.00screws with rawal plugs each 2.00Aluminium flat / cement and sand etc., labour charges. LSb) Labour chargesSkilled Electrician/carpenter day 0.13Semi skilled Electrician / Helper day 0.13Rate per eachNote : Labour Charges considered for 8 fixtures / day .

7.9.3

a) Material23/0060 twin core flexible copper cable M 1.00screws with rawal plugs each 2.00T.W round blocks each 2.00Cement and sand etc., LSb) Labour chargesSkilled Electrician/carpenter day 0.10Semi skilled Electrician / Helper day 0.10Rate per eachNote : Labour Charges considered for 10 fixtures / day .

7.9.4

a) Material

Supply of 1000W Halogen fitting with all accessories including 1000W Halogen lamp etc., complete.

Supply of integral type flood light metal halide luminaire of 250W comprising of die cast Aluminium housing and a heat resistant toughned glass firmly fixed by means of gasket and toggles with IP-65 protection incluidng control gear housing and all accessories with 250W MH-T lamp etc., complete.

Supply of integral type flood light metal halide luminaire of 400W comprising of die cast Aluminium housing and a heat resistant toughned glass firmly fixed by means of gasket and toggles with IP-65 protection incluidng control gear housing and all accessories with 400W MH-T lamp etc., complete.

Fixing of CFL luminaire (Down lights / Mirror optic / Ornamental type fitting with all necessary accessories in false ceiling / on wall including giving connections and all labour charges etc., complete.

Fixing of 70W MH down light and control gear box with necessary accessories in false ceiling including giving connections and all labour charges etc., complete.

Fixing of 40W tube light luminaire on wall / Ceiling with / TW round blocks with all accessories including giving connections and all labour charges etc., complete.

Fixing of 40W tube lights with 1/2 Mtr conduit suspension arrangements from ceiling with hooks etc., including giving connections and all labour charges etc., complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

20mm dia No.16 gauge conduit pipe . M 1.0023/0060 twin core flexible copper cable each 1.00Anchor screws / Hooks / Sockets & Check each 2.00b) Labour chargesSkilled Electrician/carpenter day 0.17Semi skilled Electrician / Helper day 0.17Rate per eachNote : Labour Charges considered for 6 fixtures / day .

7.9.5

a) Material25mm dia G.I pipe M 1.0023/0060 twin core flexible copper cable M 2.00Pipe bending charges LSM.S flat and welding charges LSb) Labour chargesSkilled Electrician/carpenter day 0.20Mason day 0.20Semi skilled Electrician / Helper day 0.20Rate per eachNote : Labour Charges considered for 5 fixtures / day .

7.9.6

a) Material25mm dia G.I pipe M 1.0023/0060 twin core flexible copper cable M 2.00Pipe bending charges LSM.S flat and welding charges LSb) Labour chargesSkilled Electrician/carpenter day 0.13Mason day 0.13Helper day 0.13Rate per eachNote : Labour Charges considered for 8 fixtures / day .

7.9.7

a) Material28/0060 twin core flexible copper cable M 1.00Aluminium flat (as per requirment) LSb) Labour charges for cutting P.O.P / false ceiling and Fixing MOT

Skilled Electrician day 0.13Carpenter day 0.13Semi skilled Electrician / Helper day 0.13Rate per eachNote : Labour Charges considered for 8 Nos MOT lights in a day

7.9.8

a) Material40mm G.I pipe for Bracket M 1.002.5 Sq.mm flexible copper cable M 4.00Pipe bending charges LSb) Labour charges for Antitiling MS flat / welding charges & fixing

Skilled Electrician day 0.25Carpenter day 0.25Helper day 0.25Welder day 0.25Rate per eachNote : Labour Charges considered for 4Nos MV / SV / MH in a day

Bldngs_Elec-8 8 INTERNAL LUMINAIRE

Bldngs_Elec-8-1 8.1.1

a) MaterialSingle Fancy bracket each 1.0060W Bulb each 1.00b) Labour chargesSkilled Electrician day 0.04Helper day 0.04

Fixing of 40W street light luminaire to the wall with 1.0 Mtr., 25mm dia GI pipe bracket and anti tilting MS flat etc., including giving connections and labour charges etc., complete.

Fixing of CFL street light luminary with 1.0 Mtr., 25mm dia GI pipe bracket and anti tilting MS flat etc., including giving connections and labour charges etc., complete.

Fixing of mirror optic tube light luminaire in false ceiling / pop with necessary arrangment including giving connections and all labour charges etc., complete.

Fixing of MV / SV/MH luminaire on wall with 1.0mt 40mm dia GI pipe bracket and anti-tilting MS flat, 2.5 Sq.mm flexible copper cable etc.,including all labour charges for mason work and giving connections etc., complete.

Supply and fixing of single fancy bracket with glass shade and bulb of approved colour and quality etc., by field officers


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Sundires LSRate per eachNote : Labour Charges considered for 25Jobs per Day

8.1.2

a) MaterialDouble Fancy bracket each 1.0060W Bulb each 2.00b) Labour chargesSkilled Electrician day 0.05Helper day 0.05SundiresRate per eachNote : Labour Charges considered for 20Jobs /Day

8.1.3

a) Material10" Ceiling fitting with glass doom each 1.0060W Bulb each 1.00b) Labour chargesSkilled Electrician day 0.05Helper day 0.05SundiresRate per eachNote : Labour Charges considered for 20 Jobs / Day

8.1.4

a) MaterialBulkhead fitting each 1.0060W Bulb each 1.00b) Labour chargesSkilled Electrician day 0.08Helper day 0.08Sundires such as TW block / screws, cement etc.,Rate per eachNote : Labour Charges considered for 12 Jobs / Day

Bldngs_Elec-8-2 8.2 Flourescent Luminaire8.2.1

a) Material1x11W M.O. fitting each 1.00Cost of C.F.L. each 1.00Sundries and rounding offRate per each

8.2.2

a) Material1x40/36 box type T.L fitting each 1.0036/40 Tube each 1.00Sundries and rounding offRate per each

8.2.3

a) Material2x40/36 box type T.L fitting each 1.0036/40 FTL each 2.00Sundries and rounding offRate per each

8.2.4

a) Material1x40 patty type T.L. fitting each 1.0040W FTL each 1.00Sundires and rounding offRate per each

Bldngs_Elec-8-3 8.3 INDUSTRIAL luminaire8.3.1

Supply and fixing of double fancy bracket with glass shade and bulb of approved colour and quality etc., by field officers.

Supply and fixing 10" ceiling fittings with glass doom and bulb apporved by dept., officers including giving connection etc., complete.

Supply and fixing of Bulk head fitting with cast Aluminium enamel painted body with water tight, clear glass with wire guard hinged with lock and key arrangements etc., complete with lamp.

Supply and transportation of 1x11 W mirror light with all standard accessories diffuser and 1No 11W CFL lamp etc., complete

Supply and Transportation of 1x36/40W box type tube light luminaire with copper / VPIT Choke, condensor, starters etc., and 1No 36/40W tube etc., complete.

Supply and transportation of 2x36/40W box type tube light luminaire with 2Nos copper / VPIT chokes, starters, with condensor and 2Nos 36/40W tube etc., complete.

Supply and Transportation of 1x40W patty type tube light luminaire with copper choke, starter etc., including 1No 40W tube etc., complete.

Supply and Transportation of white vitreous 1x36 / 40W industrial box type luminaire with Copper / VPIT Choke, Condensor, Starters etc., with reflector including 1No 40W tube etc., complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

a) Material1x36/40W Industrial box type T.L. fitting each 1.0036/40W FTL each 1.00Sundries and rounding offRate per each

8.3.2

a) Material2x36/40W Industrial box type T.L. fitting each 1.0036/40W FTL each 2.00Sundries and rounding offRate per each

Bldngs_Elec-8-4 8.4 MIRROR OPTIC luminaire8.4.1

a) Material2x36/40 Surface M.O.L fitting each 1.0040/36 FTL each 2.00Sundries and rounding offRate per each

8.4.2

a) Material2x36/40 Recessed M.O. L fitting each 1.0036/40 FTL each 2.00Sundries and rounding offRate per each

8.4.3

a) Material2x11W CFL surface M.O.L fitting each 1.0011W CFL each 2.00Sundries and rounding offRate per each

8.4.4

a) Material2x11W CFL recessed M.O.L fitting each 1.0011W cfl each 2.00Sundries and rounding offRate per each

8.4.5

a) Material2x36 CFL PS paralite Louvars fitting each 1.0036w CFL each 2.00Sundries and rounding offRate per each

8.4.6

a) Material3x36 CFL PS paralite Louvars fitting each 1.0036w CFL each 3.00Sundries and rounding offRate per each

Bldngs_Elec-8-5 8.5 T- 5 Luminaires.

Supply and Transportation of white vitreous 2x36 / 40W industrial box type luminaire with 2Nos Copper / VPIT Choke, Condensor, Starters etc.,complete with reflector including 2Nos 40W tube etc., complete.

Supply and Transportation of 2x36 / 40W surface mounting mirror optic luminaire with powder coated CRCA sheet steel housing with Aluminium mirror reflectors with VPIT chokes, Starters, Condensor etc., complete with 2Nos 36/40W tubes etc.,complete.

Supply and transportation of 2x36/40W recessed mounting mirror optic (darklite) luminaire with powder coated CRCA sheet steel housing with Aluminium mirror reflector with VPIT Chokes, Starter, Condensor etc., complete with 2Nos 36/40W tubes etc., complete.

Supply and transportation of 2x11W surface mounting mirror optic luminaire with powder coated CRCA sheet steel housing with Aluminium mirror refector with VPIT Chokes and 2Nos 11W CFL lamps etc., complete.

Supply and transportation of 2x11W Recessed type luminaire with powder coated CRCA sheet steel housing with Aluminium mirror refector with VPIT Chokes and 2Nos 11W CFL lamps etc., complete.

Supply and transportation of 2x36w CFL paralite louvre (P5) recessed low glare mirror optic luminaire comprising bright anodised Aluminium reflector with VPIT Chokes and 36w CFL lamps.

Supply and transportation of 3x36w CFL paralite louvre (P5) recessed low glare mirror optic luminaire comprising bright anodised Aluminium reflector with VPIT Chokes and 3x36w CFL lamps.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

8.5.1

a) Material1x28w pendant T5 lugs fitting each 1.0028w T5 FTL each 1.00Sundries and rounding offRate per each

8.5.2

a) Material2x28w T5 M.O. fitting each 1.0028w T5 FTL each 2.00Sundries and rounding offRate per each

Bldngs_Elec-8-6 8.6 C.F.L. Down Lights8.6.1

a) Material1x13W CFL Down light fitting each 1.0013W CFL each 1.00Sundries and rounding offRate per each

8.6.2


8.6.3


8.6.4


8.6.5

a) Material70W M.H down light fitting each 1.0070W M.H lamp each 1.00Sundries and rounding offRate per each

8.6.6

a) Material1x13W Circular CFL fitting each 1.0013W CFL each 1.00Sundries and rounding offRate per each

8.6.7

a) Material2x13W Circular CFL fitting each 1.0013W CFL each 2.00Sundries and rounding offRate per each

Supply and transportation of 1X28W surface pendant mounting T- 5 extruded Aluminium with Aluminium reflector luminaire with all standard accessories and connections etc., complete with 1 No. 28 W tube

Supply and transportation of 2X28W recessed With 2 Nos. pendant mounting low glare T- 5 mirror optic luminaire with electronic Ballasts etc., complete 28w tubes.

Supply and transportation of recessed mounting 1x13W CFL down light with all standard accessories with 1No. 13W CFL lamp (D type) etc., complete.

Supply and transportation of recessed mounting 2x13W CFL down light with all standard accessories with 2No. 13W CFL lamp etc., complete.



Supply and Transportation recess mounting 70W metal hallide down lighter with control gear and 1No 70W M.H lamp etc., complete.

Supply and Transportation of Ceiling / Wall mounted Circular 1x13W luminaire with decorative acrylic diffuser and 1 No. 13W CFL lamp (circular type) etc., complete.

Supply and Transportation of Ceiling / Wall mounted Circular 2x13W luminaire with decorative acrylic diffuser and 2 No. 13W CFL lamp (circular type) etc., complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Bldngs_Elec-8-7 8.7 HALOGEN DOWN LIGHTERS8.7.1

a) Material50w Halogen recessed mounting each 1.0050w Halogen bulb each 1.00Sundries and rounding offRate per each

8.7.2

a) Material50w Halogen zoom type down light. each 1.0050w Halogen bulb each 1.00Sundries and rounding offRate per each

Bldngs_Elec-9 9 AIR CONDITIONING & REFRIGERATIONBldngs_Elec-9-1 9.1 Air-Conditioners

a) Material1.5 Ton A.C Unit ADD : Duties & Taxes as applicableTransportation on Material 0.02Rate per each

a) Material2.0 Ton A.C Unit ADD : Duties & Taxes as applicableTransportation on Material 0.02Rate per each

a) Material1.5 Ton Split A.C Unit ABS (Plastic Cabin) ADD : Duties & Taxes as applicableTransportation on Material 0.02Rate per Each

a) Material2.0 Ton Split ABS Plastic Cabin A.C Unit ADD : Duties & Taxes as applicableTransportation on Material 0.02Rate per Each

9.1.3

a) MaterialInstallation Charges of Window type A.C.Unit. (as per observed Data)

Rate per Each

Supply and Transportation of recess mounting 12v, 50w adjustable halogen down light with white / colour Shade including transformer and 1No 50w halogen lamp etc., complete.

Supply and Transportation of recess mounting 12v, 50w Zoom type halogen down light with white / colour Shade including transformer and 1No 50w halogen lamp etc., complete.

9.1.1(a)

Supply and Transportation of Window mounted type, Room Air-Conditioner 1.5 Ton confirming to IS : 1391, Suitable for operation on 230V + 10% 50 Hz.., Single phase, A.C. Supply capable for performing Cooling, Dehumidifying, Air Circulating, Filtering and Ventilation etc., complete.

9.1.1(b)

Supply and Transportation of Window mounted type, Room Air-Conditioner 2.0 Ton confirming to IS : 1391, Suitable for operation on 230V + 10% 50 Hz.., Single phase, A.C. Supply capable for performing Cooling, Dehumidifying, Air Circulating, Filtering and Ventilation etc., complete.

9.1.2 (a)

Supply and Transportation of 1.5 Ton Split type Air-Conditiner, fitted with Hermetically sealed compressor, Operating on refrigerant R-22 / Non - CFC High wall mounting confirming to IS : 1391, suitable for operation on 230V, 50 Hz.., Single phase, A.C Supply capable of performing Cooling, Dehumidifying, Air Circulating, Filtering with cooling and condensing units, with 5 Mtr of required size of copper piping duly insulated and 3 core copper flexible chord of required length etc., complete.

9.1.2 (b)

Supply and Transportation of 2.0 Ton Split type Air-Conditiner, fitted with Hermetically sealed compressor, Operating on refrigerant R-22 / Non - CFC High wall mounting confirming to IS : 1391, suitable for operation on 230V, 50 Hz.., Single phase, A.C Supply capable of performing Cooling, Dehumidifying, Air Circulating, Filtering with cooling and condensing units, with 5 Mtr of required size of copper piping duly insulated and 3 core copper flexible chord of required length etc., complete.

Installation Charges for 1/0 / 1.5 / 2.0 Ton Window type room Air-Conditioner with insulating foam, testing and commissioning etc., complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

9.1.4

a) Material

Rate per Each 9.1.5

a) MaterialWell seasoned wooden frame for Window A.C Units cum 0.02b) Labour charges for fabrication & FixingCarpenter day 0.50Mason day 0.50Helper day 0.50Making necessary provision in wall / window with Hardware LSRate per Each Note : Labour is Considered for 2 jobs / day

9.1.6

a) Materialkg 10.50

Fabrication charges including Painting kg 10.50b) Labour charges for FixingCarpenter day 0.25Mason day 0.25Helper day 0.25Sundires such as cement etc. LSRate per Each Note : Labour is Considered for 4 jobs / day

9.1.7

a) MaterialCopper tubing between indoor and outdoor units inlcuding foaming

b) Labour charges for cutting, bending, welding etc.,Welder day 0.04Helper day 0.04Rate per MetreNote : Labour is Considered for 25 M / day

Bldngs_Elec-9-2 9.2 REPAIRS TO AIR - CONDITIONERS9.2.1

a) MaterialSupply of brand new.1/ 1.5 Ton compressor ISI Mark each 1.00b) Labour chargesSkilled Electrician day 0.50Helper day 0.50Transportation on Material 0.02Rate per Each Note : Labour is Considered for 2 jobs / day

9.2.2

a) MaterialSupply of brand new 2.0 Ton compressor by brand new ISI Mark each 1.00b) Labour chargesSkilled Electrician day 0.50Helper day 0.50Transportation on Material 0.02Rate per Each Note : Labour is Considered for 2 jobs / day

9.2.3

a) MaterialSupply of 1/6th H.P multispeed Fan Motor for 1.0 / 1.5 / 2.0 T A.C.Unit. each 1.00

Installation Charges for 1.5 / 2.0 Ton Split Air-Conditioner with foam, insulation for copper pipings connected for the Indoor and outdoor unit including testing and commissioning etc., complete.

Installation Charges of 1/5 / 2.0 Ton Split A.C.Unit. (As per observed Data )

Supply, Fabrication and installation of well seasoned T.W. frame of size 685 x 483 mm (27" x 19") ( with section size of 75 x 100 mm (3" x 4" T.W.)) for 1.0 / 1.5 / 2.0 Ton Window A.C.Unit duly making necessary provision in the wall / Window with cost and conveyance of all materials etc., complete

Supply, Fabrication and installation of 38 x 38 x 6 mm (1.5" x 1 1/2" x 1/4") M.S. angle Iron frame suitable for condensing Unit for Split A.C including 2 Coats of Red oxide the followed by 2 coats enamel paint etc., complete.

38 x 38 x 6 mm (1.5" x 1 /12" x 1/4") angle iron frame, 13 M length (1 Mtr = 3.5 Kgs)

Supply and Installation of copper tubing between indoor and outdoor unit for split Air-Conditioner including foaming etc., complete.

Replacement of defective compressor by supply of 1.0 / 1.5 Ton brand new sealed compressor ISI Mark

Replacement of defective compressor by supply of 2.0 Ton brand new sealed compressor ISI Mark

Replacement of old and Unserviceable Fan Motor by supply and Installation of new 1/6th H.P multi speed Fan Motor suitable for 1.0 / 1.5 / 2.0 Ton Window A.C.Unit.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

b) Labour chargesSkilled Electrician day 0.50Helper day 0.50Rate per Each Note : Labour is Considered for 2 jobs / day

9.2.5

a) Material6 MFD motor capacitor each 1.00b) Labour charges for removing old one & fixing Semi skilled Electrician day 0.20Rate per Each Note : Labour is Considered for 5 jobs / day

9.2.6

a) MaterialThermostat switch for 1.0 / 1.5 / 2.0 Ton A.C.Unit. each 1.00b) Labour charges for removing old one & fixing Semi skilled Electrician day 0.20Rate per Each Note : Labour is Considered for 5 jobs / day

9.2.7

a) MaterialStarting capacitor of 80 to 120 mfd. each 1.00b) Labour charges for removing old one & fixing Semi skilled Electrician day 0.20Rate per Each Note : Labour is Considered for 5 jobs / day

9.2.8

a) MaterialRunning capacitor 36 mfd each 1.00b) Labour charges for removing old one & fixing Semi skilled Electrician day 0.20Rate per Each Note : Labour is Considered for 5 jobs / day

9.2.9

a) MaterialRelay having pickup 220V and dropout voltage 120V each 1.00b) Labour charges for removing old one & fixing Semi skilled Electrician day 0.20Rate per Each Note : Labour is Considered for 5 jobs / day

9.2.10

a) MaterialFilter and capillary tube for 1.0 / 1.5/2.0 Ton A.C.Unit each 1.00b) Labour charges for removing old one & fixing Semi skilled Electrician day 0.20Rate per Each Note : Labour is Considered for 5 jobs / day

9.2.11

a) MaterialPVC / Nylon Air Filter for Window type A.C.Unit. each 1.00b) Labour charges for removing old one & fixing Semi skilled Electrician day 0.20Rate per Each Note : Labour is Considered for 5 jobs / day

a) MaterialPVC / Nylon Air Filter for Split type A.C.Unit. each 1.00b) Labour charges for removing old one & fixing Semi skilled Electrician day 0.20Rate per Each Note : Labour is Considered for 5 jobs / day

Replacement of Unserviceable fan motor capacitor 6 mfd by new capacitor for A.C machine of 1.0 1.5 / Ton Capacity.

Replacement of Unserviceable Thermostat switch by supply and installation of new thermostat switch suitable for 1.0 / 1.5 / 2.0 Ton A.C.Unit.

Replacement of Unserviceable starting capacitor of 80 to 120 mfd. By new approved make capacitor suitable for compressor motor of 1.0 / 1.5 Ton A.C. Unit.

Replacement of unserviceable running capacitor of 36 mfd by new approved make capacitor suitable for compressor motor of 1.0 / 1.5 Ton A.C.Unit.

Replacement of Unserviceable relay by new approved make having pickup voltage 220 Volts and dropout voltage 120 Volts suitable for 1.0 / 1.50 Ton A.C. Unit.

Replacement of Unserviceable filter and capillary tube by supply and installation of new filter and capillary tube including welding et., complete for 1.0 / 1.5 / 2.0 Ton A.C.Unit.

Replacement of Unserviceable air filter by new air filter suitable for 1.50 Ton A.C.Unit P.V.C. / NYLON for Window A.C.

9.2.11(a)

Replacement of Unserviceable air filter by new air filter suitable for 1.50 Ton A.C.Unit P.V.C. / NYLON for Split A.C.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Bldngs_Elec-9-3 9.3 Refrigerators9.3.1

a) Material----- capacity refrigerator cost each 1.00Transportation @ 2% of Unit Cost 0.02Loading, Unloading & Instalation @ 2% of Unit Cost 0.02Rate per Each

Bldngs_Elec-9-4 9.6 Stabilizers9.6.1

a) Material0.5 KVA Stabilizer each 1.00b) Labour ChargesSemi skilled Electrician day 0.04Helper day 0.04Transportation Charges on Unit Cost 0.02Rate per Each Note : Labour is Considered for 23 jobs / day

9.6.2

a) Material1 KVA Stabilizer each 1.00b) Labour ChargesSemi skilled Electrician day 0.04Helper day 0.04Transportation Charges on Unit Cost 0.02Rate per Each Note : Labour is Considered for 23 jobs / day

9.6.3

a) Material3 KVA / 4 KVA / 5 KVA Stabilizer each 1.00b) Labour ChargesSkilled Electrician day 0.10Helper day 0.10Transportation Charges on Unit Cost 0.02Rate per Each Note : Labour is Considered for 10 jobs / day

Bldngs_Elec-9-5 9.7 Fans9.7.2

a) Material900 mm (36") / 1200 mm (48") / 1400 mm (56") Ceiling Fan each 1.00Transportation Charges on Unit Cost 0.01Rate per Each

9.7.7

a) Material400mm (16") / 450 mm (18") wall mounting Fan each 1.00b) Labour ChargesSemi Skilled Electrician day 0.10Helper day 0.10Rate per Each

Supply Refrigerator domestic type approved make 165 to 310 Ltrs. Storage capacity, suitable for operation on 230 /250 Volts 50 Hz.. complete with automatic temparture control confirming to IS specifications No. 1476 / 79 with one year guarantee for seale unit in refrigeration system including cost and conveyance of all materials and labour charges etc., complete.

Supply and erecting fully automatic line voltage stabilizer for operation on input voltage 200 to 250V. rated for 0.5 KVA maximum load and time delay model with Volt meter, selector switch, 6A / 16A flush type, 5 pin socket for out put and with 3 core flexible chord and 3 pin 6/16A plug top suitable for refrigerator for continuous operation including cost and conveyance of all mateials and all labour charges etc., complete.

Supply and erecting fully automatic line voltage stabilizer for operation on input voltage 200 to 250V. rated for 1 KVA maximum load and time delay model with Volt meter, selector switch, 6A / 16A flush type, 5 pin socket for out put and with 3 core flexible chord and 3 pin 6/16A plug top suitable for refrigerator for continuous operation including cost and conveyance of all mateials and all labour charges etc., complete.

Supply and erecting fully automatic line voltage stabilizer for operation on input voltage 200 to 250V. rated for 3 KVA / 4 KVA / 5 KVA maximum load and time delay model with Volt meter, selector switch, 6A / 16A flush type, 5 pin socket for out put and with 3 core flexible chord and 3 pin 6/16A plug top suitable for refrigerator for continuous operation including cost and conveyance of all mateials and all labour charges etc., complete.

Supply of 900 mm (36") / 1200 mm (48") / 1400 mm (56") sweep 230V, A.C 50 Hz.Ceiling fan with 3 Blades and double ball bearings with all standard accessories.

Supply and erecting wall mounting fan 400mm (16") / 450 mm (18") sweep A.C. 50Hz.. 1350 r.p.m oscillating type with regulator.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Note : Labour is Considered for 10 jobs / day9.7.10

a) Material400mm (16") Pedastal Fan each 1.00Transportation Charges on Unit Cost 0.02Rate per Each

9.7.16 EXHAUST FANS

a) Material225 mm (9") / 300mm (12") L.D. Exhaust Fan each 1.00Transportation Charges on Unit Cost 0.01Rate per Each

9.7.18

a) Material300mm (12") / 375 mm (15") H.D. Exhaust Fan each 1.00Transportation Charges on Unit Cost 0.01Rate per Each

9.7.24

a) Material12/15mm plain M.S rod for Fan hook each 1.00Cement, Sand and Rounding off LS

Mason day 0.17Helper day 0.17Rate per Each Note : Labour is Considered for 6 jobs / day

9.7.25

a) MaterialM 1.00

b) Labour charges for Fixing Helper day 0.10Rate per Each Note : Labour is Considered for 10 jobs / day

9.7.26

a) MaterialResistance type Regulator M 1.00b) Labour charges.Semi skilled Electrician day 0.10Rate per Each Note : Labour is Considered for 10 jobs / day

9.7.33 Cleaning of Ceiling fan in existing position .Labour charges for cleaning greasing / oilingoverhaulingHelper day 0.20Rate per Each Note : Labour is Considered for 10 jobs / day by 2 helpers

9.7.34

a) Material23/0060 twin core wire M 1.00b) Labour charges.Removing and refixing of ceiling fan after overhaulingSemi skilled Electrician day 0.17Helper day 0.17sundries LSRate per Each Note : Labour is Considered for 6 jobs / day

9.7.35 Labour Charges

a) Material23/0060 Twin Core wire M 1.00Unforseen item works, such as painting to down rod, screws etc., LS

Supply of pedastal fan (16") 400mm, 250 Volts, 50Hz. oscillating type complete with all standard accessories.

Supply of fresh air exhaust fan of light duty 250V A.C.50Hz.. 225 mm (9") / 300mm size (12") 1350 R.P.M Metallic body plastic blades, wire mesh, etc., complete.

Supply of fresh air exhaust fan of Heavy duty 250V A.C.50Hz.. 300mm size (12") / 375 mm (15") 900 R.P.M etc., complete.

Supply and erecting fan hook of 12/15mm dia M.S. rod / bar grouted in RCC slab with making the slab as original.

b) Labour charges for grouting in RCC slab, Fixing of Fan hook with masonary work.

Supply and erecting 19/20mm steel tube down rod of one meter length with bolts & nuts duly painted with matching colour of fan complete

19/20mm steel tube down rod with bolts & nuts for fan with maching colour.

Supply and erecting resistance type regulator for ceiling fans 900/1200/1400mm sweep complete erected on existing board.

Removing the ceiling fan and refixing after overhauling and greasing the bearings and replacement of wire leads etc complete

Labour charges for Fixing of Ceiling fan and regulator including transportation and giving connections with twin core wire etc., complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

b) Labour charges.Skilled Electrician day 0.13Helper day 0.13Rate per Each Note : Labour is Considered for 8 fans / day

9.7.36

a) Material23/0060 Twin flat wire M 1.00Cement kg 25.00b) Labour charges.Skilled Electrician day 0.25Helper day 0.25Mason day 0.25Sundries such as Sand, Bolt, Nuts etc., LSRate per Each Note :1. Labour is Considered for 6 jobs / day2. Cost of louver shutter may be added if required.

Bldngs_Elec-10 10 WATER HEATERS

Bldngs_Elec-10-1

10.1.2

a) Material25 / 35 / 50 Ltrs. Water Heater each 1.00Transportation Charges on Unit Cost 0.02Rate per Each

10.1.5

a) MaterialFlexible Nylon / PVC / Metallic hose pipe each 2.0050 / 100 mm (2" / 4") long bolt and nut with washers each 4.00Towards wooden plugs, cement etc., LSb) Labour charges.Skilled Electrician day 0.25Helper day 0.50Semi skilled Mason day 0.25Rate per Each Note : Labour is Considered for 4 jobs / day

Bldngs_Elec-10-2 10.2 INSTANT WATER HEATERS10.2.1

a) Material3KW Instant Water Heater each 1.00Transportation Charges on Unit Cost 0.02Hose pipe PVC/ Nylon each 2.00T.W getting Bolt / Nuts, Cement, Sand etc. LSb) Labour charges.Skilled Electrician day 0.25Helper day 0.25Rate per Each Note : Labour is Considered for 4 jobs / day

Bldngs_Elec-10-3 10.4 REPAIRS TO WATER HEATERS.10.4.1

a) Material2/3 KW heating Element each 1.00b) Labour charges.Skilled Electrician day 0.20Sundries and rounding off LSRate per Each

Labour charges for fixing of Exhaust fan in wall with necessary connections and masonary work of making hole, finishing etc., complete

3. If hole is already made available, labour charges of Mason shall be deleted.

Supply and Transportation of stove enamelled storage / pressure type vertical / Horizontal water heater with copper tank 25 / 35 / 50 Ltrs. Capacity with non return valve on inlet side and dead weight pressure reducing valve on outlet side 230/ 250V, single phase 2000 watts heating element, thermostat control, fusible plug, pilot lamp etc., erected and tested complete with ISI specifications etc., including all materials, transportation, and labour charges complete.

Labour charges for erection of storage water heater with 2Nos Nylon / PVC / Metalic hose pipe etc., on wall duly making necessary fixing arrangments including connections etc., complete.

Supply and erecting ISI Mark 3KW Instant Water heater with multiple safety system, rust free ABS plastic body, 230V, 50Hz.., A.C. supply with inlet and outlet connections with pvc/ nylon / metallic hose pipe, thermostat control and thermal cutoff with 3 core P.V.C. flexible wire leads duly tested including cost of all materials and all labour charges etc., complete.

Replacement of unserviceable heating element by new one for 1.5 / 2.0 / 3.0 Kw water heater


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.


a) MaterialThermostat range 30-90 Degree suitable for 25 to 50 Ltrs. each 1.00b) Labour charges.Skilled Electrician day 0.20Sundries and rounding off LSRate per Each

10.4.5

a) MaterialPressure release valve for 25 to 50 Ltrs water heater each 1.00b) Labour charges.Skilled Electrician day 0.20Sundries and rounding off LSRate per Each

Bldngs_Elec-11 11 WATER PUMPSBldngs_Elec-11-1 11.1 Mono-Block Pumps

11.1.1


Transportation Charges on Unit Cost 0.02

Skilled Fitter day 0.50Helper day 1.00Plumber day 0.50Sundries and rounding off LSRate per Each Note : Labour is Considered for 2 jobs / day

11.1.2



Skilled Fitter day 0.50Helper day 1.00Plumber day 0.50Sundries and rounding off LSRate per Each

11.1.3


Transportation Charges on Unit Cost 0.02b) Labour charges.

Replacement of Unserviceable thermostat by new thermostat with range 30 to 90 C. adjustable and suitable for 25 to 50 Ltrs. Capacity.

Replacing unserviceable pressure release valve by new water heater of 15 to 50 Ltrs.capacity.

Supply and erecting approved make centrifugal water pump with impeller, priming funnel cork, companion metallic flanges, with bolts and nuts and mounted on a common shaft of high efficient squirrel cage Induction motor totally enclosed and fan cooled type suitable to operate on 230V, Single phase, 50Hz.. 1440 RPM A.C.Supply of 0.5HP exculding suction / delivery pipe with nuts duly grouted on existing C.C foundation and bolts, spring washers of requisite size for monoblock motor and pump (IS : 9079).

0.5HP, 230V, single phase A.C 50Hz. 1440 RPM with all accessories. Including all taxes

b) Labour charges for erection of pump set including pipe connection for suction & delivery

Supply and erecting approved make centrifugal water pump with impeller, priming funnel cork, companion metallic flanges, with bolts and nuts and mounted on a common shaft of high efficient squirrel cage Induction motor totally enclosed and fan cooled type suitable to operate on 230V, Single phase, 50Hz.. 1440 RPM A.C.Supply of 1HP exculding suction / delivery pipe with nuts duly grouted on existing C.C foundation and bolts, spring washers of requisite size for monoblock motor and pump (IS : 9079).

1 HP, 230V, single phase A.C 50Hz. 1440 RPM with all accessories. Including all taxes


Supply and erecting approved make centrifugal water pump with impeller, priming funnel cork, companion metallic flanges, with bolts and nuts and mounted on a common shaft of high efficient squirrel cage Induction motor totally enclosed and fan cooled type suitable to operate on 230V, Single phase, 50Hz.. 1440 RPM A.C.Supply of 1.5 HP exculding suction / delivery pipe with nuts duly grouted on existing C.C foundation and bolts, spring washers of requisite size for monoblock motor and pump (IS : 9079).

1.5 HP, 230V, single phase A.C 50Hz. 1440 RPM with all accessories. Including all taxes


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.


11.1.4




11.1.5




11.1.6




11.1.7

a) Material

Supply and erecting approved make centrifugal water pump with impeller, priming funnel cork, companion metallic flanges, with bolts and nuts and mounted on a common shaft of high efficient squirrel cage Induction motor totally enclosed and fan cooled type suitable to operate on 230V, Single phase, 50Hz.. 1440 RPM A.C.Supply of 2.0 HP exculding suction / delivery pipe with nuts duly grouted on existing C.C foundation and bolts, spring washers of requisite size for monoblock motor and pump (IS : 9079).

2 HP, 230V, single phase A.C 50Hz. 1440 RPM with all accessories. Including all taxes


Supply and erecting approved make centrifugal water pump with impeller, priming funnel cork, companion metallic flanges, with bolts and nuts and mounted on a common shaft of high efficient squirrel cage Induction motor totally enclosed and fan cooled type suitable to operate on 415V, 3 phase, 50Hz.. 2880 RPM A.C.Supply of 3.0HP exculding suction / delivery pipe with nuts duly grouted on existing C.C foundation and bolts, spring washers of requisite size for monoblock motor and pump (IS : 9079).

3 phase, 3 HP, 415V, 50Hz., 2880 RPM centrifugal Water pump with all taxes


Supply and erecting approved make centrifugal water pump with impeller, priming funnel cork, companion metallic flanges, with bolts and nuts and mounted on a common shaft of high efficient squirrel cage Induction motor totally enclosed and fan cooled type suitable to operate on 415V, 3 phase, 50Hz.. 2880 RPM A.C.Supply of 5HP exculding suction / delivery pipe with nuts duly grouted on existing C.C foundation and bolts, spring washers of requisite size for monoblock motor and pump (IS : 9079).



Supply and erecting approved make centrifugal water pump with impeller, priming funnel cork, companion metallic flanges, with bolts and nuts and mounted on a common shaft of high efficient squirrel cage Induction motor totally enclosed and fan cooled type suitable to operate on 415V, 3 phase, 50Hz.. 2880 RPM A.C.Supply of 7.5HP exculding suction / delivery pipe with nuts duly grouted on existing C.C foundation and bolts, spring washers of requisite size for monoblock motor and pump (IS : 9079).


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

each 1.00



11.1.8




11.1.9




Bldngs_Elec-11-2 11.2 EJECTO PUMPS11.2.1


M.S clamps suitable for 40mmx32mm pipes with nuts and bolts. each 2.00Transportation Charges on Unit Cost 0.02

Skilled Electrician day 0.50Helper day 1.00Fitter day 0.50Sundries and rouding off LSRate per Each Note : Labour is Considered for 2 jobs / day

11.2.2

a) Material

3 phase, 7.5 HP, 415V, 50Hz., 2880 RPM centrifugal mono block pump with all taxes



3 phase, 10 HP, 415V, 50Hz., 2880 RPM centrifugal mono block pump with all taxes





Supply and erecting Ejecto type water pump single phase, 0.5HP single stage with brass venturi and having suction pipe 40mm dia, pressure pipe 32mm dia and delivery pipe 32mm dia, with maximum discharge head of 80 feet including transportation of all materials and labour charges etc., complete.

0.5 HP, single phase, 230V, 50Hz. Ejecto type pump set. Including all taxes


Supply and erecting Ejecto type water pump single phase, 1.0HP single stage with brass venturi and having suction pipe 40mm dia, pressure pipe 32mm dia and delivery pipe 32mm dia, with maximum discharge head of 80feet including transportation of all materials and labour charges etc., complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

each 1.00



11.2.3




11.2.4




11.2.6




11.2.7

a) Material3Ph, 5 HP 415V, 50Hz. Ejecto pump set with all taxes each 1.00M.S clamps suitable for Air and delivery pipes with nuts and bolts. each 2.00Transportation Charges on Unit Cost 0.02









Supply and erecting Ejecto type water pump 3 phase, 3 HP single stage with brass venturi and having suction pipe, pressure pipe and delivery pipe, with maximum discharge head of 80 feet , including transportation, and all materials all labour charges etc., complete.



Supply and erecting Ejecto type water pump 3 phase, 5 HP single stage with brass venturi and having suction pipe, pressure pipe and delivery pipe, with maximum discharge head of 80', including transportation, and all materials all labour charges etc., complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Skilled Fitter day 0.50Helper day 1.50Plumber day 0.50Sundries and rouding off LSRate per Each Note : Labour is Considered for 2 jobs / day

Bldngs_Elec-11-3 11.3 SUBMERSIBLE PUMPS (Bore well type)

a) Material1HP, Single Phase 18 stage submerisible pump set including all taxes each 1.00

Special M.S. clamps with bolts and nuts each 2.00Transportation Charges on Unit Cost 0.02


a) Material1.5HP, Single Phase 20 stage submerisible pump set including all taxes each 1.00



a) Material2HP, Single Phase 30 stage submerisible pump set including all taxes each 1.00


Skilled Fitter day 0.50Helper day 1.00Plumber day 0.50Sundries and rouding off LSRate per Each


11.3.1 (a)

Supply and erecting, ISI mark submersible 1.0 HP,Single Phase 18stages pumpset suitable for 106 / 156mm dia borewell with high quality water resistant and dynamically balanced bronze impeller with stainless steel shaft sleeves, pump coupling and pivot of Single phase 250V, 50Hz.. A.C. power supply copper winding with water proof insulation and high precision strength not to be effected by chemical in water and suitable bronze bearings with nut and bolts etc., with necessary H-type clamp of suitable size and strength.


11.3.1 (b)

Supply and erecting, ISI mark submersible 1.5 HP, Single Phase 20 stages pumpset suitable for 106 / 156mm dia borewell with high quality water resistant and dynamically balanced bronze impeller with stainless steel shaft sleeves, pump coupling and pivot of Single phase 250V , 50Hz.. A.C. power supply copper winding with water proof insulation and high precision strength not to be effected by chemical in water and suitable bronze bearings with nut and bolts etc., with necessary H-type clamp of suitable size and strength.


11.3.1 (c)

Supply and erecting, ISI mark submersible 2.0 HP, Single Phase 30 stages pumpset suitable for 106 / 156mm dia borewell with high quality water resistant and dynamically balanced bronze impeller with stainless steel shaft sleeves, pump coupling and pivot of Single phase 250V , 50Hz.. A.C. power supply copper winding with water proof insulation and high precision strength not to be effected by chemical in water and suitable bronze bearings with nut and bolts etc., with necessary H-type clamp of suitable size and strength.



1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.


a) Material2HP, 3 Ph 3 stage submerisible pump set including all taxes each 1.00Special M.S. clamps with bolts and nuts each 2.00Transportation Charges on Unit Cost 0.02

Skilled Fitter day 1.00Helper day 2.00Plumber day 1.00Hire charges of tripod with winch 50% of Labour chargesSundries and rouding off LSRate per Each

11.3.3

a) Material3HP, 3 Ph 4 stage submerisible pump set. Including all taxes each 1.00Special M.S. clamps with bolts and nuts each 2.00Transportation Charges on Unit Cost 0.02


11.3.4

a) Material3HP, 3 Ph 6 stage submerisible pump set. Including all taxes each 1.00Special M.S. clamps with bolts and nuts each 2.00Transportation Charges on Unit Cost 0.02


11.3.5

a) Material3HP, 3 Ph 6 stage submerisible pump set. Including all taxes each 1.00

Supply and erecting, ISI mark submersible 2.0 HP, 3 Phase, 3 stages pumpset suitable for 156mm dia borewell with high quality water resistant and dynamically balanced bronze impeller with stainless steel shaft sleeves, pump coupling and pivot of 3 phase 415V , 50Hz.. A.C. power supply copper winding with water proof insulation and high precision strength not to be effected by chemical in water and suitable bronze bearings with nut and bolts etc., with necessary H-type clamp of suitable size and strength.


Supply and erecting, ISI mark submersible 3.0 HP,3 Phase, 4 stages pumpset suitable for 156mm dia borewell with high quality wear resistance and dynamically balanced bronze impeller with stainless steel shaft sleeves, pump coupling and pivot of 3 phase 415V , 50Hz.. A.C. power supply copper winding with water proof insulation and high precision strength not to be effected by chemical in water and suitable bronze bearings with nut and bolts etc., with necessary H-type clamp of suitable size and strength.


Supply and erecting, ISI mark submersible 3 HP, 3 Phase, 6 stages pumpset suitable for 156mm dia borewell with high quality wear resistance and dynamically balanced bronze impeller with stainless steel shaft sleeves, pump coupling and pivot of 3 phase 415V , 50Hz.. A.C. power supply copper winding with water proof insulation and high precision strength not to be effected by chemical in water and suitable bronze bearings with nut and bolts etc., with necessary H-type clamp of suitable size and strength.




1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.



11.3.6

a) Material3HP, 3 Ph 6 stage submerisible pump set Including all taxes each 1.00Special M.S. clamps with bolts and nuts each 2.00Transportation Charges on Unit Cost 0.02


11.3.7

a) Material4HP, 3 Ph 6 stage submerisible pump set including all taxes each 1.00Special M.S. clamps with bolts and nuts each 2.00Transportation Charges on Unit Cost 0.02


11.3.8

a) Material4HP, 3 Ph 12 stages submerisible pump set Including all taxes each 1.00Special M.S. clamps with bolts and nuts each 2.00Transportation Charges on Unit Cost 0.02





Supply and erecting, ISI mark submersible 4 HP, 3 Phase, 6 stages pumpset suitable for 156mm dia borewell with high quality wear resistance and dynamically balanced bronze impeller with stainless steel shaft sleeves, pump coupling and pivot of 3 phase 415V, 50Hz.. A.C. power supply copper winding with water proof insulation and high precision strength not to be effected by chemical in water and suitable bronze bearings with nut and bolts etc., with necessary H-type clamp of suitable size and strength.





1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

a) MaterialCost of 3 Ph, 5 HP, 8 St. S.M pumpset each 1.00Special Clamps with Bolts & Nuts each 2.00Transportation Charges on Unit Cost 0.02


a) MaterialCost of 3 Ph, 5 HP, 8 St. S.M pumpset each 1.00Special Clamps with Bolts & Nuts each 2.00Transportation Charges on Unit Cost 0.02


a) Material3 Ph, 7.5 HP, 6 St. S.M pumpset each 1.00Special Clamps with Bolts & Nuts each 2.00Transportation Charges on Unit Cost 0.02


a) Material3 Ph, 7.5 HP, 12 St. S.M pumpset each 1.00

11.3.10



11.3.11



11.3.12

Supply and erecting, ISI mark submersible 7.5 HP,3 Phase, 6 stages pumpset suitable for 156mm dia borewell with high quality wear resistance and dynamically balanced bronze impeller with stainless steel shaft sleeves, pump coupling and pivot of 3 phase 415V, 50Hz.. A.C. power supply copper winding with water proof insulation and high precision strength not to be effected by chemical in water and suitable bronze bearings with nut and bolts etc., with necessary H-type clamp of suitable size and strength.


11.3.13

Supply and erecting, ISI mark submersible 7.5 HP, 3 Phase, 12 stages pumpset suitable for 156mm dia borewell with high quality wear resistance and dynamically balanced bronze impeller with stainless steel shaft sleeves, pump coupling and pivot of 3 phase 415V , 50Hz.. A.C. power supply copper winding with water proof insulation and high precision strength not to be effected by chemical in water and suitable bronze bearings with nut and bolts etc., with necessary H-type clamp of suitable size and strength.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Special Clamps with Bolts & Nuts each 2.00Transportation Charges on Unit Cost 0.02


a) MaterialCost of 3 Ph,10 H.P 12St. S.M pumpset each 1.00Special Clamps with Bolts & Nuts each 2.00Transportation Charges on Unit Cost 0.02


a) MaterialCost of 3 Ph,10 H.P 16 St. S.M pumpset each 1.00Special Clamps with Bolts & Nuts each 2.00Transportation Charges on Unit Cost 0.02


a) MaterialCost of 3 Ph,15 H.P 15 St. S.M pumpset each 1.00Special Clamps with Bolts & Nuts each 2.00Transportation Charges on Unit Cost 0.02


Bldngs_Elec-11-4 11.4 SUB MERSIBLE PUMPS (OPEN WELL)


11.3.15

Supply and erecting, ISI mark submersible 10 HP,3 Phase, 12 stages pumpset suitable for 156mm dia borewell with high quality wear resistance and dynamically balanced bronze impeller with stainless steel shaft sleeves, pump coupling and pivot of 3 phase 415V, 50Hz.. A.C. power supply copper winding with water proof insulation and high precision strength not to be effected by chemical in water and suitable bronze bearings with nut and bolts etc., with necessary H-type clamp of suitable size and strength.


11.3.16

Supply and erecting, ISI mark submersible 10 HP,3 Phase,16 stages pumpset suitable for 156mm dia borewell with high quality wear resistance and dynamically balanced bronze impeller with stainless steel shaft sleeves, pump coupling and pivot of 3 phase 415V, 50Hz.. A.C. power supply copper winding with water proof insulation and high precision strength not to be effected by chemical in water and suitable bronze bearings with nut and bolts etc., with necessary H-type clamp of suitable size and strength.


11.3.17




1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

11.4.1

a) Material3 Ph, 3HP Submersible motor each 1.00Special clamps with nut and bolis each 2.00



11.4.2

a) Material3 Ph, 5HP Submersible motor each 1.00Special clamps with nut and bolis each 2.00



11.4.3

a) Material3 Ph, 7.5HP Submersible motor each 1.00Special clamps with nut and bolis each 2.00



Supply and erecting ISI make submersible pumpset suitable for erection in open well with water resistant dynamically balanced impeller with stainless steel shaft sleeves, pump coupling and pivot with squirrel cage Induction Motor of 3 phase, 415V, 50Hz.., A.C.Supply, heavy copper windings with water proof insulation and high precision strength not to be effected by chemicals in water with suitable bronze bearings, 3 HP pump erected with necessary H-type clamps of suitable size and strength including cost of all materials, Transportation and labour charges etc., complete.

MS Girders across the open well to support delivery pipe clamps (as per requirement)





Supply and erecting ISI make submersible pumpset suitable for erection in open well with water resistant dynamically balanced impeller with stainless steel shaft sleeves, pump coupling and pivot with squirrel cage Induction Motor of 3 phase, 415V, 50Hz.., A.C.Supply, heavy copper windings with water proof insulation and high precision strength not to be effected by chemicals in water with suitable bronze bearings, 7.5 HP pump erected with necessary H-type clamps of suitable size and strength including cost of all materials, Transportation and labour charges etc., complete.




1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

11.4.4

a) Material3 Ph, 10 HP Submersible motor each 1.00Special clamps with nut and bolis each 2.00



Bldngs_Elec-11-5 11.5 ACCESSORIES11.5.1

a) MaterialRate as per Civil SSR, since it is a Civil item.

11.5.2

a) MaterialD.O.L. Starter 1Ph, 250V each 1.00b) Labour charges for fixing and giving connections.Skilled Electrician day 0.33Helper day 0.33Sunries such, as bolts, nuts and rounding offRate per Each Note : Labour is Considered for 3 jobs / day

a) MaterialD.O.L. Starter 3Ph, 415V upto 3/4/5HP each 1.00b) Labour charges for fixing and giving connections.Skilled Electrician day 0.33Helper day 0.33Sunries such, as bolts, nuts and rounding offRate per Each Note : Labour is Considered for 3 jobs / day

11.5.3


b) Labour charges for fixing and giving connections.Skilled Electrician day 0.50Helper day 0.50Sunries such, as bolts, nuts and rounding offRate per Each Note : Labour is Considered for 2 jobs / day




Note:- Above rates of pumpsets are exculding suction & delivery pipes

Providing cement concrete with 1:2:4 foundation for pump and motor with required size and length of foundation bolts and nuts including cost and conveyance of all materials and labour charges etc., complete.

Supplying and erecting D.O.L Starter 250V, Single phase, 50Hz. With SS enclouser comprising of contactor with bi-metalic relay with necessary push buttons, transportation and all labour charges etc., complete .

11.5.2(a)

Supplying and erecting D.O.L Starter 400V, 3 phase, 50Hz. enclosed with no volt coil and overload protection with necessary materials, transportation and all labour charges etc., complete suitable upto 3/4/5 HP.

Supply and fixing of approved make semi automatic hand operated 3ph, 415V star - delta started suitable from 7.5 HP upto 15 HP motor totally enclosed with over load protection and No-volt relay etc., to complete including Transportation and all labour charges.

Semi automatic 3Ph, Induction motor with enclosure (Including of all taxes with Transportation)


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

11.5.4

a) MaterialDeductCost of semi Automatic star - Delta starter each 1.00

each 1.00

b) Labour charges.Skilled Electrician day 0.50Helper day 0.50Sunries such, as bolts, nuts and rounding offRate per Each Note : Labour is Considered for 2 jobs / day

11.5.5

a) MaterialCost of semi Automatic star - Delta starter each 1.00

each 1.00


11.5.6

a) MaterialCost of semi Automatic star - Delta starter each 1.00

each 1.00


11.5.7

a) MaterialSingle phase parameter upto 45A (Including all taxes and Transportation) each 1.00

b) Labour charges.Skilled Electrician day 0.20Helper day 0.20Rate per Each Note : Labour is Considered for 5 jobs / day

Bldngs_Elec-12 12 Bus Bars For details, Please see after Chapter 20.

Bldngs_Elec-13 13 SWAGED POLES (Confirming to IS 2713 / 1980).

Bldngs_Elec-13-1

13.1

a) MaterialCost of swaged pole Add: Labour for handling

Transportation charges upto 250Km Breakup.P.No. 156 of Common SSR (Civil)Upto 20 Km 163.80 / TonneUpto 50 Km 3.40 x 10

Supply and fixing of approved make semi automatic hand operated 3ph, 415V star - delta started suitable upto 15 to 25 HP motor totally enclosed with over load protection and No-volt relay etc., to complete including Transportation and all labour charges.


Supply and fixing of approved make automatic operated 3ph, 415V star - delta started suitable 10 to 12.5 HP automatic star delta starter motor totally enclosed with over load protection and No-volt relay to complete including Transportation and all labour charges .


Supply and fixing of approved make semi automatic hand operated 3ph, 415V star - delta started suitable for 15 HP fully automatic star delta motor totally enclosed with over load protection and No-volt relay to complete including Transportation and all labour charges.


Supply and erecting directly operated single phasing preventer connected to A.C. supply upto 45A range with guarantee to operate on single phase for one Year.

Fabrication, supply and transportation of swaged poles up to site confirming to IS 2713 / 1980 specifications. The pole should be painted with primary coat of red oxide and black bituminous paint up to ground level with base plate, including cost of all materials etc., complete.

Transportation charges, loading unloading as per Common SSR taking 250Km as average load considering fabrication point at hyd and Visakhapatnam.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Upto 80 Km 2.80 x 50

Beyond 106 Km 2.20 x 156

Loading 15.50 / Tonne

Unloading 12.00 / Tonne

Stacking 7.00 / Tonne

Rate per Kg

D A T A F O R M . S S W A G E D P O L E S C O N F I R M I N G TO I.S : 2713 /1980

Middle Top

Bottom 5b 5c

1 2 3 4 5a 1.50 1.50

13.1.1 410 SP.2 7 Mtrs. 1.25 4.00 1.50 1.50

13.1.2 410 SP.3 7 Mtrs. 1.25 4.00 1.50 1.50

13.1.3 410 SP.5 7.5 Mtrs. 1.25 4.50 1.50 1.50

13.1.4 410 SP.6 7.5 Mtrs. 1.25 4.50 1.75 1.75

13.1.5 410 SP.11 8 Mtrs. 1.50 4.50 1.75 1.75

13.1.6 410 SP.12 8 Mtrs. 1.50 4.50 2.00 2.00

13.1.7 410 SP.26 9 Mtrs. 1.50 5.00 2.00 2.00

13.1.8 410 SP.27 9 Mtrs. 1.50 5.00 2.40 2.40

13.1.9 410 SP.41 10 Mtrs. 1.80 5.20 2.40 2.40

13.1.10 410 SP.42 10 Mtrs. 1.80 5.20 2.70 2.70

13.1.11 410 SP.50 11 Mtrs. 1.80 5.60 2.70 2.70

13.1.12 410 SP.51 11 Mtrs. 1.80 5.60 3.10 3.10

13.1.13 410 SP.59 12 Mtrs. 2.00 5.80 3.10 3.10

13.1.14 410 SP.60 12 Mtrs. 2.00 5.80 4.00 4.00

13.1.15 410 SP.73 14.5 Mtrs. 2.00 6.50 4.00 4.00

13.1.16 410 SP.74 14.5 Mtrs. 2.00 6.50 4.50 4.50

13.1.17 410 SP.77 16 Mtrs. 2.30 7.00 4.50 4.50

13.1.18 410 SP.78 16 Mtrs.

2.30 7.00

DataNo.

Specification of pole Overall length of pole. as per IS 2713 / 1980

Planting depth in

mtrs.

Length of

Sections

In Mtrs.

Rate/ Kg including

Transportation and

Fabrication

Total cost of pole


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Bottom Middle Top 10.00 11.00

6a 6b 6c 7 8 9.00114.3x4.5 88.9x4.05 76.1x3.25 73 5 78.00

114.3x5.4 88.9x4.85 76.1x3.25 85 5 90.00

114.3x4.5 88.9x4.05 76.1x3.25 79 5 84.00

114.3x5.4 88.9x4.85 76.1x3.25 93 5 98.00

114.3x4.5 88.9x4.05 76.1x3.25 83 5 88.00

114.3x5.4 88.9x4.85 76.1x3.25 97 5 102.00

114.3x45 88.9x4.05 76.1x3.25 92 5 97.00

114.3x5.4 88.9x4.85 76.1x3.25 108 5 113.00

139.7x4.85 114.3x4.5 88.9x3.25 135 5 140.00

139.7x5.4 114.3x4.5 88.9x3.25 144 5 149.00

139.7x4.85 114.3x4.5 88.9x3.25 147 5 152.00

139.7x5.4 114.3x4.5 88.9x3.25 164 5 169.00

165.1x4.85 139.7x4.5 114.3x3.65 197 5 202.00

165.1x5.4 139.7x4.5 114.3x3.65 208 5 213.00

193.7x5.4 165.1x4.85 139.7x4.50 312 10 322.00

193.7x5.9 165.1x5.4 139.7x4.50 336 10 346.00

193.7x5.4 165.1x4.85 139.7x4.50 341 10 351.00

193.7x5.9 165.1x5.4 139.7x4.50 367 10 377.00

Bldngs_Elec-13-2 13.2 Garden Posts13.2.1

a) MaterialKg 24.80

Rate per Each 13.2.2

a) MaterialKg 37.20

Rate per Each Bldngs_Elec-13-3 13.3 Brackets

O.D and thickness Weight of Pole in Kgs

Weight of Base plate

in Kgs.

Total weight in Kgs.

Fabrication and Supply of M.S. Poles for garden posts with 'B' class 4mtrs long 60.25mm outer dia with base plate and suitable pole cap including cost and conveyance of all material including fixing of luminaire and labour charges etc., complete.

4Mtrs 'B' Class M.S. pipe of 60.25mm dia with base plate and suitable pole cap

Fabrication and Supply of M.S. Poles for garden posts with 'B' class 6 mtrs long 60.25mm outer dia with base plate and suitable pole cap including cost and conveyance of all material including fixing of luminaire and labour charges etc., complete.

6Mtrs 'B' Class M.S. pipe of 60.25mm dia with base plate and suitable pole cap


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

13.3.1

a) Material0.5Mtr length 50mm 'B' class pipe. Kg 2.5545cm length , 10cm dia and cap. Kg 5.40Painting with red oxid and enamel paint. job 1.00b) Labour charges for fixing with Spl. T & PSkilled Electrician day 0.20Fitter day 0.20Rate per Each Note : Labour is Considered for 5 jobs / day

13.3.2

a) Material2 x 0.5Mtr length 50mm 'B' class pipe. Kg 5.1045cm length , 10cm dia and cap. Kg 5.40Painting with red oxid and enamel paint. job 1.00b) Labour charges for fixing with Spl. T & PSkilled Electrician day 0.33Fitter day 0.33Rate per Each Note : Labour is Considered for 3 jobs / day

13.3.3

a) Material3 x 0.5Mtr length 50mm 'B' class pipe. Kg 7.6545cm length , 10cm dia and cap. Kg 5.40Painting with red oxid and enamel paint. job 1.00b) Labour charges for fixing with Spl. T & PSkilled Electrician day 0.50Fitter day 0.50Rate per Each Note : Labour is Considered for 2 jobs / day

13.3.4

a) Material1Mtr length 50mm 'B' class M.S pipe. Kg 5.1045cm length , 10cm dia and cap. Kg 5.40Painting with red oxid and anamel paint. job 1.00b) Labour charges for fixing with Spl. T & PSkilled Electrician day 0.20Fitter day 0.20Rate per Each Note : Labour is Considered for 5 jobs / day

13.3.5

a) Material2 x 1Mtr length 50mm 'B' class M.S pipe. Kg 10.2045cm length , 10cm dia and cap. Kg 5.40Painting with red oxid and anamel paint. job 1.00b) Labour charges for fixing with Spl. T & PSkilled Electrician day 0.33Helper day 0.33Rate per Each Note : Labour is Considered for 3 jobs / day

13.3.6

a) Material3 x 1Mtr length 50mm 'B' class M.S pipe. Kg 15.3045cm length , 10cm dia and cap. Kg 5.40Painting with red oxid and anamel paint. job 1.00b) Labour charges for fixing with Spl. T & P

Supply and fixing of 50mm dia 0.5 mtrs single arm M.S. pipe bracket with sleeve and fasteners with necessary angle including painting etc., complete on existing pole including fixing of luminaire.

Supply and fixing of 50mm dia 0.5 mtrs double arm M.S. pipe bracket with sleeve and fasteners with necessary angle including painting etc., complete on existing pole including fixing of luminaire

Supply and fixing of 50mm dia 0.5 mtrs triple arm M.S. pipe bracket with sleeve and fasteners with necessary angle including painting etc., complete on existing pole including fixing of luminaire.

Supply and fixing of 50mm dia 1 mtrs single arm M.S. pipe bracket with sleeve and fasteners with necessary angle including painting etc., complete on existing pole including fixing of luminaire

Supply and fixing of 50mm dia 1 mtrs double arm M.S. pipe bracket with sleeve and fasteners with necessary angle including painting etc., complete on existing pole including fixing of luminaire.

Supply and fixing of 50mm dia 1 mtrs triple arm M.S. pipe bracket with sleeve and fasteners with necessary angle including painting etc., complete on existing pole including fixing of luminaire.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Skilled Electrician day 0.50Helper day 0.50Rate per Each Note : Labour is Considered for 2 jobs / day

13.3.7

a) Material1.5 Mtr length 50mm 'B' class M.S pipe. Kg 7.6545cm length , 10cm dia and cap. Kg 5.40Painting with red oxid and anamel paint. job 1.00b) Labour charges for fixing with Spl. T & PSkilled Electrician day 0.20Helper day 0.20Rate per Each Note : Labour is Considered for 5 jobs / day

13.3.8

a) Material2 x 1.5Mtr length 50mm 'B' class M.S pipe. Kg 15.3045cm length , 10cm dia and cap. Kg 5.40Painting with red oxid and anamel paint. job 1.00b) Labour charges for fixing with Spl. T & PSkilled Electrician day 0.33Helper day 0.33Rate per Each Note : Labour is Considered for 3 jobs / day

13.3.9

a) Material3 x 1.5Mtr length 50mm 'B' class M.S pipe. Kg 22.9545cm length , 10cm dia and cap. Kg 5.40Painting with red oxid and anamel paint. job 1.00b) Labour charges for fixing with Spl. T & PSkilled Electrician day 0.50Helper day 0.50Rate per Each Note : Labour is Considered for 2 jobs / day

a) Material1.5 Mtr length 50mm 'B' class M.S pipe. Kg 7.6545cm length , 10cm dia and cap. Kg 5.40Painting with red oxid and anamel paint. job 1.00b) Labour charges for fixing with Spl. T & PSkilled Electrician day 0.20Helper day 0.20For Moulding & making Suitable curve on length job 1.00Rate per Each Note : Labour is Considered for 5 jobs / day

a) Material2 x 1.5 Mtr length 50mm 'B' class M.S pipe. Kg 15.3045cm length , 10cm dia and cap. Kg 5.40Painting with red oxid and anamel paint. job 1.00b) Labour charges for fixing with Spl. T & PSkilled Electrician day 0.33Helper day 0.33For Moulding & making Suitable curve on length job 1.00Rate per Each Note : Labour is Considered for 3 jobs / day

Supply and fixing of 50mm dia 1.5 mtrs single arm M.S. pipe bracket with sleeve and fasteners with necessary angle including painting etc., complete on existing pole including fixing of luminaire.

Supply and fixing of 50mm dia 1.5 mtrs double arm M.S. pipe bracket with sleeve and fasteners with necessary angle including painting etc., complete on existing pole including fixing of luminaire.

Supply and fixing of 50mm dia 1.5 mtrs triple arm M.S. pipe bracket with sleeve and fasteners with necessary angle including painting etc., complete on existing pole including fixing of luminaire.

13.3.10

Supply and fixing of 50mm dia 1.5 mtrs curved single arm M.S. pipe bracket with sleeve and fasteners with necessary angle including painting etc., complete on existing pole including fixing of luminaire.

13.3.11

Supply and fixing of 50mm dia 1.5 mtrs curved double arm M.S. pipe bracket with sleeve and fasteners with necessary angle including painting etc., complete on existing pole including fixing of luminaire.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

a) Material3 x 1.5 Mtr length 50mm 'B' class M.S pipe. Kg 22.9545cm length , 10cm dia and cap. Kg 5.40Painting with red oxid and anamel paint. job 1.00b) Labour charges for fixing with Spl. T & PSkilled Electrician day 0.50Helper day 0.50For Moulding & making Suitable curve on length job 1.00Rate per Each Note : Labour is Considered for 2 jobs / day

Bldngs_Elec-13-4 13.4 Erection Charges for Swaged Poles13.4.1

a) MaterialPit excavation 156 Cmx 60Cmx60cm.(Civil SSR) cum 0.54C.C.work for pit 1:3:6 (Civil SSR) cum 0.54Couping 1:2:4 (Civil SSR) cum 0.05Painting with red oxid and enamel paint. M 6.20Coil earthing each 1.00b) Labour chargesSkilled Electrician day 0.33Helper day 2.67Mason day 0.33Hire charges for Spl.T&P 40% on labour costRate per Each Note : Labour is Considered for 3 jobs / day

a) MaterialPit excavation 156 Cmx 60Cmx60cm.(Civil SSR) cum 0.72C.C.work for pit 1:3:6 (Civil SSR) cum 0.72Couping 1:2:4 (Civil SSR) cum 0.05Painting with red oxid and enamel paint. M 8.35Coil earthing each 1.00b) Labour chargesSkilled Electrician day 0.33Helper day 2.67Mason day 0.33Hire charges for Spl.T&P 40% on labour costRate per Each Note : Labour is Considered for 3 jobs / day

a) MaterialPit excavation 2.0x1.0x1.0Mtr cum 2.001:3:6 CC Work cum 2.00couping 1:2:4 cum 0.05Painting with red oxid and alluminum paint. M 12.00Coil earthing each 1.00b) Labour chargesSkilled Electrician day 0.50Helper day 4.00Mason day 0.50Hire charges for Spl.T&P 20% on labour costRate per Each Note : Labour is Considered for 2 jobs / day

13.4.3

a) MaterialPit excavation 2.30x1.0x1.0Mtr cum 2.30

13.3.12

Supply and fixing of 50mm dia 1.5 mtrs curved triple arm M.S. pipe bracket with sleeve and fasteners with necessary angle including painting etc., complete on existing pole including fixing of luminaire.

Erection charges for 7 mtrs. to 8 mts long swaged pole including excavation of pit, coil earthing, hire charges of special T&P painting of Pole CC 1:3:6 upto ground and 1:2:4 for Couping work, including labour and transportation charges etc., complete

13.4.2(a)

Erection charges for 9 mtrs to 11 mtrs long swaged pole including excavation of pit, coil earthing, hire charges of special T&P painting of Pole CC 1:3:6 upto ground and 1:2:4 for Couping work, including labour and transportation charges etc., complete.

13.4.2(b)

Erection charges for 12 Mts to 14Mts long swaged pole including excavation of pit, coil earthing, hire charges of special T&P (Crane)painting of Pole CC 1:3:6 upto ground and 1:2:4 for Couping work, including labour and transportation charges etc., complete.

Erection charges for 16Mts long swaged pole including excavation of pit, coil earthing, hire charges of special T&P (Crane)painting of Pole CC 1:3:6 upto ground and 1:2:4 for Couping work, including labour and transportation charges etc., complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

1:3:6 CC Work cum 2.30couping 1:2:4 cum 0.05Painting with red oxid and alluminum paint. M 14.00Coil earthing each 1.00b) Labour chargesSkilled Electrician day 0.50Helper day 4.00Mason day 0.50Hire charges for Spl.T&P 20% on labour costRate per Each Note : Labour is Considered for 2 jobs / day

13.4.4

a) MaterialPainting with red oxid and enamel paint. M 6.20Coil earthing each 1.003 Nos, 25 x 6 mm MS Special Clamps of 1 M Length each @ 1.18 Kg Kg 3.54

VCC M 15 Concrete 0.5 x 0.3 x 0.9 cum 0.14b) Labour chargesSkilled Electrician day 0.33Helper day 2.67Mason day 0.33Fanrication of clamps kgs 3.54Hire charges for Spl.T&P 20% on labour costRate per Each Note : Labour is Considered for 3 jobs / day

13.4.5

a) MaterialPit excavation (0.4x0.4x1.0 mtr) cum 0.16Painting with red oxide and enamel paint. M 2.501:3:6 C.C work. cum 0.16b) Labour chargesMason day 0.20Helper day 0.40Rate per Each Note : Labour is Considered for 5 jobs / day

13.4.6

a) MaterialPit excavation ( 0.45x0.45x1.25) cum 0.251: 3: 6 C.C. work cum 0.25Painting with red oxide and enamel paint M 4.75b) Labour chargesMason day 0.20Helper day 0.40Rate per Each Note : Labour is Considered for 5 jobs / day

13.4.7

a) Material50mm 'B' class MS pipe of 5.7mts (1Mt=5.106Kgs) Kg 29.0740mm 'B' glass pipe MS pipe of 3.6Mtr (1Mt=3.61Kgs) Kg 13.00200mm MS pipe for pole cap.C-Class (heavy) 0.3Mts (1Mt=31Kgs) Kg 13.00

Special bolts and nuts 6" length. each 12.00Painting with red oxide and enamel paint etc., Job 1.00b) Labour chargesFitter day 0.50Helper day 4.00Rate per Each

Erection charges for 7to 9Mts long swaged pole on bridge kerb portion ( R.C.C. work with V.C.C. M.15 concrete with 3 Nos 25x6 mm MS Special clamps bolts with nuts and locking nuts etc.including cost and con veyance of all material and all labour charges etc. complete with painting.

Erection charges for 4 Mtrs. Long MS / GI Garden post including excavation of pit, concreting 1:3:6 and painting including cost and conveyance of all materials including fixing of luminaire and labour charges etc., complete.

Erection charges for 6Mtrs. Long MS / GI Garden post including excavation of pit, concreting 1:3:6 and painting including cost and conveyance of all materials including fixing of luminaire and labour charges etc., complete.

Fabrication, supply and fixing of luminaire carriage, made with 50mm dia M.S. 'B' class pipe, moulded to 6 feet dia ring wheel, and 40mm dia M.S support pieces on 4 sides inside the wheel and necessary size of M.S pole cap for fixing the ring wheel on the 156mm dia M.S. pole for fixing floodlight and gear box with suitable nut & bolts and painted with Red Oxide and Aluminium paint including cost & conveyance of all materials etc., complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Note : Labour is Considered for 2 jobs / dayBldngs_Elec-13-5 13.5 Accessories

13.5.1

a) Material300x260x140mm 16 guage CRCA box finished of item(as per 14.1.2) sqm 0.35

Sundries as rounding offRate per Each

13.5.2

a) Material300x180x140mm 16 guage CRCA sheet box as per 14.1.2 sqm 0.29Sundries as rounding offRate per Each

13.5.3

a) Material10A SP MCB each 1.004Way connector. each 1.00b) Labour chargesSkilled Electrician day 0.07Rate per Each Note : Labour is Considered for 15 jobs / day

13.5.4

a) Material10A SP MCB each 2.004Way connector. each 1.00b) Labour chargesSkilled Electrician day 0.07Sundries such as screws, tape Rate per Each

Bldngs_Elec-14 14 CONTROL PANEL AND METERING EQUIPMENT

Bldngs_Elec-14-1 14.1 CONTROL PANEL

14.1.1

1) 14 SWG CRCA sheet steel enclosure a) Material14 SWG (2mm) CRCA sheet - 1 sft (Wt of 8 x 4 feet sheet, 50Kg) kg 1.56Transportation charges on Material cost 0.02

0.30

Cleaning of cubicals in seven tank process 0.40Painting with powder coating. 0.40Erection charges 0.30Sundires such as hardware etc.,Rate per sftRate per sqm

14.1.2 16 SWG CRCA sheet steel enclosure a) Material16 SWG (2mm) CRCA sheet - 1sft (Wt of 8 x 4 feet sheet, 39Kg) kg 1.22Transportation charges 0.02

0.30


14.1.3 18 SWG CRCA sheet steel enclosure

Supply and fixing of 300mm x 260mm x 140mm No.16 gauge CRCA sheet box with hinged door and locking arrangements and din channel for fixing 2Nos MCBs duly powder coated with matching colour of poles including fixing with necessary arrangments etc., complete.

Supply and fixing of 300mm x 180mm x 140mm No.16 gauge CRCA sheet box with hinged door and locking arrangements and din channel for fixing 2Nos MCBs duly powder coated with matching colour of poles including fixing with necessary arrangments etc., complete.

Supply and fixing of 1 No.10A SP MCB in existing M.S. box with Din channel, 4way 63A connector including cost & conveyance of all materials and labour charges etc., complete.

Supply and fixing of 2 Nos 10A SP MCBs in existing M.S box with Din channel, 4way 63A connector including cost & conveyance of all materials and labour charges etc., complete.

Supply, Transportation, fabrication and erection of following guage CRCA sheet steel enclosure for power control cubicle panel / boxes etc., including cutting, bending drilling, welding and reveting etc., complete with cleaning with 7 tank process and painting with powder coating including cost and conveyance of all materials and labour charges.

Fabrication including cutting, bending, drilling and Dust proof arrnagments etc.,



1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

a) Material18 SWG (2mm) CRCA sheet - 1 sft (Wt of 8 x 4 feet sheet, 30Kg) kg 0.94Transportation charges 0.02

0.30


Bldngs_Elec-14-2 14.2 METERING EQUIPMENT 14.2.1

a) Material0-500 Voltmeter Analog / Degital inclusive of all Taxes. each 1.00b) Labour charges for fixing & ConnectionsSkilled Electrician day 0.20Rate per Each Note : Labour is Considered for 5 jobs / day

14.2.2

a) Material96 x 96mm size Ammeter Analog / Degital inclusive of all Taxes each 1.00b) Labour charges for fixing and connections.Skilled Electrician day 0.20Rate per Each

14.2.3

a) MaterialFrequency meter Analog / Degital inclusive of all Taxes. each 1.00b) Labour charges for fixing and connections.Skilled Electrician day 0.20Rate per Each

14.2.4

a) MaterialPower Factor meter Analog / Degital inclusive of all Taxes. each 1.00b) Labour charges for fixing and connections.Skilled Electrician day 0.20Rate per Each

14.2.5


b) Labour charges for fixing and connections.Skilled Electrician day 0.33Rate per Each Note : Labour is Considered for 3 jobs / day

14.2.6

a) MaterialSelector switch for Ammeter / Voltmeter. each 1.00b) Labour charges for fixing and connections.Skilled Electrician day 0.20Rate per Each Note : Labour is Considered for 5 jobs / day

14.2.7

a) MaterialLED indicator lamp Analog each 1.00b) Labour charges for fixing and connections.Skilled Electrician day 0.10Rate per Each Note : Labour is Considered for 10 jobs / day

14.2.8


Supply and erection of 0-500V volt meter of size 96x96mm on exisiting box / panel board including connections etc., complete.

Supply and erection of 0-100 / 200 / 400 / 600 /1000 - 5A CT Ammeter of size 96x96mm on existing box / panel board including connections etc., complete.

Supply and erection of frequency meter of size 96x96mm on existing box / panel board including connections etc., complete.

Supply and erection of power factor meter, 3 phase, 4 wire balanced or unbalanced load 5A, 415V of size 96x96mm on existing box / panel board including connections etc., complete.

Supply and erection of L.T. 3phase multifunction energy meter with 3 lines LCD display of size 96x96mm for measuring all the parameters (voltage / Current / Power / frequency / power factor / KW / KWH / KVAR/ KVARH) on existing box panel board including connections etc., complete.

L.T. 3 Ph. Multifunction energy meter Analog / Degital inclusive of all Taxes.

Supply and erection of selector switch for voltmeter / Ammeter on the existing box / panel including connections etc., complete.

Supply and erection of LED indicator lamps on the existing box / panel board.

Supply and erection of LT current transformer with bar primary 100/5A to 1000 / 5A ratio in the existing box / panel including connections etc., complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

a) MaterialL.T. C.T with bar primary 100 / 5A to 1000 / 5A each 1.00b) Labour charges for fixing and connections.Skilled Electrician day 0.10Rate per Each Note : Labour is Considered for 10 jobs / day

14.2.9

a) Materialcost of single phase energy meter each 1.00b) Labour charges for fixing and connections.Skilled Electrician day 0.33sunderies Rate per Each Note : Labour is Considered for 3 jobs / day

a) MaterialCost of three phase energy meter each 1.00b) Labour charges for fixing and connections.Skilled Electrician day 0.33sunderies Rate per Each Note : Labour is Considered for 3 jobs / day

Bldngs_Elec-15 15 CABLES / CABLE GLANDS / LUGS

Bldngs_Elec-15-1 15.3 CABLE GLANDS15.3.1

a) MaterialBrass cable gland for 2-4 core, 2.5 Sqmm to 6 Sq.mm armoured cable each 1.00

b) Labour charges for fixing glands.Semi skilled Electrician day 0.07Sundireis and Rounding offRate per Each Note : Labour is Considered for 15 jobs / day

15.3.2

a) MaterialBrass cable gland for 2-4 core, 10 Sqmm armoured cable each 1.00b) Labour charges for fixing glands.Semi skilled Electrician day 0.07Sundireis and Rounding offRate per Each Note : Labour is Considered for 15 jobs / day

15.3.3


b) Labour charges for fixing glands.Skilled Electrician day 0.07Sundireis and Rounding offRate per Each

15.3.4


b) Labour charges for fixing glands.Skilled Electrician day 0.07Sundireis and Rounding offRate per Each Note : Labour is Considered for 15 jobs / day

Supply and fixing of single phase energy Meter,240V AC,50 HZ as per IS13010 with 2.5-5 /5-10/10-20 Amps range with 200% over load capacity complete with connections etc., complete on the existing board.

14.2.10

Supply and fixing of three phase energy Meter,415V AC,50 HZ as per IS13010 with 2.5-5 /5-10/10-20 Amps range with 200% over load capacity complete with connections etc., complete on the existing board.

Supply and Fixing of heavy duty flange type brass cable glands for 2 to 4 core, 2.5 Sq.mm to 6 Sq.mm PVC armoured cable with brass washers complete.

Supply and Fixing of heavy duty flange type brass cable glands for 2 to 4 core, 10 Sq.mm PVC armoured cable with brass washers complete.

Supply and Fixing of heavy duty flange type brass cable glands for 4 core, 16 Sq.mm / 3.5 core 25Sq.mm PVC armoured cable with brass washers complete.

Brass cable gland suitabtle for 4core 16 Sq.mm / 3.5 core 25 Sq.mm armoured cable

Supply and Fixing of heavy duty flange type brass cable glands for 3.5 core, 35 Sq.mm / 3.0 core 50Sq.mm PVC armoured cable with brass washers complete.

Brass cable gland suitabtle for 3.5core 35 Sq.mm / 3 core 50 Sq.mm armoured cable


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

15.3.5

a) MaterialBrass cable gland suitabtle for 3.5core 50 Sq.mm armoured cable each 1.00

b) Labour charges for fixing glands.Skilled Electrician day 0.07Sundireis and Rounding offRate per Each Note : Labour is Considered for 15 jobs / day

15.3.6

a) MaterialBrass cable gland suitabtle for 3.5core 70Sq.mm armoured cable each 1.00

b) Labour charges for fixing glands.Skilled Electrician day 0.07Helper day 0.07Sundireis and Rounding offRate per Each Note : Labour is Considered for 15 jobs / day

15.3.7



15.3.8



15.3.9





Supply and Fixing of heavy duty flange type brass cable glands for 3.5 core, 50 Sq.mm PVC armoured cable with brass washers complete.





15.3.10


15.3.11



1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.




b) Labour charges for fixing glands.Skilled Electrician day 0.10Helper day 0.10Sundries, such as insulated tape.Rate per Each Note : Labour is Considered for 10 jobs / day


b) Labour charges for fixing glands.Skilled Electrician day 0.10Helper day 0.10Sundries, such as insulated tape.Rate per Each Note : Labour is Considered for 10 jobs / day

Bldngs_Elec-15-2 15.4 CABLE LUGS:

15.4.1

a) MaterialCopper Lugs upto 16 Sq.mm. each 1.00b) Labour charges for crimpingSemi Skilled Electrician day 0.01Helper day 0.01Sundries such as bolts and nuts.Rate per Each Note : Labour is Considered for 100 jobs / day

15.4.2


15.4.3

a) MaterialCopper Lugs up to 35 sqmm each 1.00b) Labour charges for crimpingSemi Skilled Electrician day 0.01Helper day 0.01Sundries such as bolts and nuts.Rate per Each Note : Labour is Considered for 75 jobs / day

15.4.4

a) MaterialCopper Lugs upto 50 Sq.mm. each 1.00b) Labour charges for crimpingSemi Skilled Electrician day 0.01

15.3.12


15.3.13


Supply and fixing of crimping type copper lugs confirming to I.S specifications for cable upto 16 Sq.mm including nuts and bolts with connections.

Supply and fixing of crimping type copper lugs confirming to I.S specifications for cable of 25 Sq.mm including nuts and bolts with connections.




1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Helper day 0.01Sundries such as bolts and nuts.Rate per Each Note : Labour is Considered for 75 jobs / day

15.4.5


15.4.6


15.4.7


15.4.8


15.4.9



a) Material

Supply and fixing of crimping type copper lugs confirming to I.S specifications for cable of 70Sq.mm including nuts and bolts with connections.





15.4.11


15.4.12



1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Copper Lugs up to 300 sqmm each 1.00b) Labour charges for crimpingSemi Skilled Electrician day 0.05Helper day 0.05Sundries such as bolts and nuts.Rate per Each Note : Labour is Considered for 20 jobs / day


a) MaterialAluminium Lugs up to 16 sqmm each 1.00b) Labour charges for crimpingSemi Skilled Electrician day 0.01Helper day 0.01Sundries such as bolts and nuts.Rate per Each Note : Labour is Considered for 100 jobs / day


a) Material Aluminium Lugs up to 35 sqmm each 1.00b) Labour charges for crimpingSemi Skilled Electrician day 0.01Helper day 0.01Sundries such as bolts and nuts.Rate per Each Note : Labour is Considered for 75 jobs / day



15.4.13


15.4.14

Supply and fixing of crimping type Aluminium lugs confirming to I.S specifications for cables upto 16 Sq.mm including nuts and bolts with connections.

15.4.15

Supply and fixing of crimping type Aluminium lugs confirming to I.S specifications for cable of 25 Sq.mm including nuts and bolts with connections.

15.4.16


15.4.17


15.4.18

Supply and fixing of crimping type aluminium lugs confirming to I.S specifications for cable of 70 Sq.mm including nuts and bolts with connections.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.







a) MaterialAluminium Lugs up to 400 sqmm each 1.00b) Labour charges for crimpingSemi Skilled Electrician day 0.06Helper day 0.06

15.4.19


15.4.20


15.4.21


15.4.22


15.4.24


15.4.25


15.4.26



1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Sundries such as bolts and nuts.Rate per Each Note : Labour is Considered for 16 jobs / day

Bldngs_Elec-15-3 15.5 CABLE JOINTS15.5.1

(a) 2.5 Sq.mm to 16 Sq.mma) MaterialEpoxy straight joint 2.5 to 16 Sq.mm with accessories each 1.00b) Labour charges Skilled Electrician day 0.50Helper day 0.50Sundries Rate per Each Note : Labour is Considered for 2 jobs / day

(b) 25 Sq.mm to 50 Sq.mma) MaterialEpoxy straight joint 25 to 50 Sq.mm with accessories each 1.00b) Labour charges Semi Skilled Electrician day 0.50Helper day 0.50Sundries Rate per Each Note : Labour is Considered for 2 jobs / day

(c ) 70 Sq.mm to 95 Sq.mm a) MaterialEpoxy straight joint 70 to 95 Sq.mm with accessories each 1.00b) Labour charges Semi Skilled Electrician day 0.50Helper day 0.50

Rate per Each Note : Labour is Considered for 2 jobs / day

(d) 120 Sq.mm to 185 Sq.mma) MaterialEpoxy straight joint 120 to 185 Sq.mm with accessories each 1.00

Semi Skilled Electrician day 0.50Helper day 0.50Sundries Rate per Each

(e)a) Material

each 1.00b) Labour charges Skilled Electrician day 1.00Helper 1.00

Rate per Each (f) 300 Sq.mm

a) MaterialEpoxy straight joint 300 Sq.mm with accessories each 1.00

Skilled Electrician day 1.00day 1.00

(g) 400 Sq.mm

each 1.00

Skilled Electrician day 1.00day 1.00

Rate per Each

Bldngs_Elec-15-4 15.6

Providing and erecting epoxy staight through joint out door / indoor for L.T, PVC Armoured cable 1100V grade complete with ferrule, bushings, accessories and suitable clamps duly erected and connected to the supply for the following multi core cables including cost and conveyance of materials and all labour charges etc., complete.

Sundries

b) Labour charges

Note : Labour is Considered for 2 jobs / day240 Sq.mm

Epoxy straight joint 240 Sq.mm with accessories

daySundries

b) Labour charges

Helper

Sundries Rate per Each

a) MaterialEpoxy straight joint 400 Sq.mm with accessoriesb) Labour charges

Helper

Sundries

Labour Charges Laying of Cable including cost of all Materials other than Cable

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1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

15.6.1

cum 27.00Cost of bricks (Civil SSR) 1000 Nos 0.92

cum 6.00Kg 25.00

each 12.00Transportation charges of bricks and sand LS

Man Mazdoor for spreading the sand and back filling the excavated soil. each 2.50

Skilled Electrician day 1.00day 2.00day 2.00

15.6.2

a) Materialcum 27.00

Cost of bricks (Civil SSR) 1000 Nos 0.92

cum 6.00Cement (Civil SSR) Kg 25.00Cost of cable route indicator each 12.00Transportation charges of bricks and sand LSb) Labour charges for laying cable.Man Mazdoor for spreading the sand and back filling the excavated soil. each 2.50

day 1.60day 3.30

Man Mazdoor for concreting and embedding of cable way indicators day 2.00

Sundires and Rounding off

Note :1. Labour Charges Considered for 60 Mts / day

3. Only the cost of cables may be added for finished item.15.6.3

a) MaterialWooden separators each 200.00

100 nos 2.0012mm screws 100 nos 4.00

kg 7.00

day 1.00day 4.00

Note : Labour Charges Considered for 100 Mts / day

Earth work excavation of Trench in hard ground soil, laying of U.G cables upto 50 Sq,mm on sand cushion covering the cable with bricks and back filling of Trench duly providing route indicator embedded in C.C including cost and conveyance of materials and labour charges etc., complete.

a) MaterialExcavation of earth 100 x 0.3 X 0.9 m

Cost of sand (Civil SSR)Cement (Civil SSR)Cost of cable route indicator

b) Labour charges for laying cable.

Helper

Man Mazdoor for concreting and embedding of cable way indicators

Sundires and Rounding offRate per 100mtsNote : Labour Charges Considered for 100 Mts / dayEarth work excavation of Trench in hard ground soil, laying of U.G cables from 70 sqmm to 400 Sq,mm on sand cushion covering the cable with bricks and back filling of Trench duly providing route indicator embedded in C.C including cost and conveyance of materials and labour charges etc., complete.

Excavation of earth 100 x 0.3 X 0.9 m

Cost of sand (Civil SSR)

Skilled ElectricianHelper

Rate per 60mts

2. Cables shall be at a depth of not less than 600 mm in a trench. Sand filling shall be provided at the bottom of trench before laying the cable. Bricks shall be provided on either side of the laid cable. Sand filling shall be done to cover the cable laid. bricks shall be provided onthe Top. earth filling shall be done. cable identificaiton tags to be provided at every 8 mtrs length of cable laid.

Labour charges for run of U.G cable on wall / existing pipe with necessary fixing arrangments such as saddles, clamps,wooden separators etc., (as directed by departmental official) with No.10 SWG G.I wire for eath connections for the cables.

saddles of required size

No.10 SWG GI wireb) Labour chargesSkilled ElectricianHelper

Sundires such as Cement, Sand etc.,Rate per Each

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1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

15.6.4

a) 50mm outer dia nominal size b) 78mm outer dia nominal size

a) MaterialRM 6.00

Snap-fit coupler each 1.00cum 0.18

Rate per MetreBldngs_Elec-16 16 TEMPORARY ILLUMINATION

data shown seperately at the end.

Bldngs_Elec-17 17

Bldngs_Elec-17-1

A

B

C

7. Instrument and control fuses.ACOUSTIC ENCLOSURE

17.1 Generating Sets


Erection and commissioning charges @ 10% of the cost of the set. 0.10

0.02

Supply and laying of one number double walled corrugated (DWC) HDPE pipe of following sizes having corrugation on the outer wall and plain surface inner wall confirming to IS : 14930 Part - I and II complete with necessary HDPE fittings for protection of 1.1 KV grade U.G cable directly in ground at a depth of 60Cms including excavation and refilling the trench as required.

c) 90mm outer dia nominal size d) 120mm outer dia nominal size

Double wall corrugated HDPE pipe confirming to IS : 14930.

Excavation of earth work & Refilling for a size of 1.0x0.3x0.6Mtr.

GENERATORS AND TRANSFORMERS

Supply, Transportation, erection and commissioning of following specifications of D.G. Set consists of Engine and alternator which are directly coupled by means of flexible cooping with guard and mounted on a common base plate of Robust construction and complete with control panel having IP 53 protection.

Alternator : KIRLOSKAR / STAMFORD / CROMPTON on D.G.S & D approved make. The alternator of the output rating shall be 1 Ph / 3 Ph, 240V / 415V, 50 Hz., A.C., 0.8 P.f lagging at 1500 RPM. The alternator is self excited, self regulated, screen protected drip proof and shall confirm to IS : 13364 of 1992 with regulation of + 5% from no load to full load. degree of protections shall be IP 21.

Diesel Engine : KIRLOSKAR / GREAVES / CUMMINS / ASHOK LEY LAND or DGS&D approved. Diesel Engine start, developing suitable BHP output at 1500 RPM with class A2 Governing so as to enable the alternator to give required KVA continuous output at 0.8 P.F. lagging at NTP conditions. the Diesel Engine will be capable of providing 10% O/L for 1 Hr for every 11 HRs of continuous running at full load. The Diesel Engine shall confirm to IS 10001 or IS 10002.

Control Panel : Control Panel shall be fabricated with 16 SWG CRCA sheet steel. The control panel shall be totally enclosed, dust and vermin proof, floor mounted / wall mounted type and shall be comprising the following instruments and component.

1. Voltmeter with selector switch 2. Ammeter with Selector Switch

3. MCCB / MCB incomer of suitable rating 4. P.F. Meter and frequency Meter

5. Indication Lamp Set 6. KWH Meter of required rating

Supply & providing & installation of acoustic enclosure (sound proof enclosure cum container) for the above Genset with the following specification.

Construction : The panel of acoustic enclosure shall consists of self supporting frame work put together with help of fasteners, which is for assembling and dismantling. The vertical and Horizontal structure 8is to be fabricated with 14/16 SWG CRCA sheet and should be fixed on heavy duty MS Channel which will form the base frame of the acoustic enclosure. the paneling of ht container is to be carried out using 18 SWG CRCA sheets. the enclosure should be self supporting type and does not require any grouting or separate foundation. But it should be the independent of the DG set and to placed around the DG set. The frame work shall also have provision for fitting hinged / sliding doors to open either sides of the enclosure.

17.1.3 (a)

Supply, Transportation, erection of 3 Ph Air-Cooled 20KVA, D.G.Set with alternator, Diesel Engine, Control panel etc., as per specifications mentioned above.

20KVA Air Cooled, 3Ph, 451V, 50Hz., D.G.Set.

Transportation at 2% on unit cost

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1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.


a) Material20KVA Air Cooled, 3Ph, 451V, 50Hz., D.G.Set each 1.00cost of acoustic enclosure each 1.00

the cost of the DG set. 0.10 cost of acoustic enclosure 0.05

0.02

Rate per Each

3Ph, 415V, 50Hz., 25 KVA Air Cooled D.G.Set each 1.00Erection and commissioning charges @ 10% of the cost of the set. 0.10

0.02

Rate per Each

3Ph, 415V, 50Hz., 25 KVA Air Cooled D.G.Set each 1.00each 1.00

the cost of the DG set. 0.10 cost of acoustic enclosure 0.05

0.02Sundires and Rounding offRate per Each


Erection and commissioning charges @ 10% of the cost of the set. 0.10

0.02

40KVA, 3Ph,415V,D.G.Set each 1.00each 1.00

the cost of the DG set. 0.10 cost of acoustic enclosure 0.05Transportation at 2% 0.02Sundires and Rounding offRate per Each

63KVA, 3Ph, 415V, D.G Set each 1.000.10

Transportation at 2% 0.02

Rate per Each

a) Material63KVA, 3Ph, 415V, D.G Set each 1.00


(b)Supply, Transportation, erection of 3 Ph Air-Cooled 20KVA, D.G.Set with alternator, Diesel Engine, Control panel etc., with acoustic enclosure as per specifications mentioned above.

Erection and commissioning charges :



17.1.3 (c)


a) Material



17.1.3 (d)

Supply, Transportation , erection of 3 Ph Air-Cooled 25KVA, D.G.Set with alternator, Diesel Engine, Control panel etc., with acoustic enclosure as per specifications mentioned above.

a) Material

Cost of Acoustic enclosure



17.1.3 (e)


40KVA, 3Ph,415V,D.G.Set


Sundires and Rounding offRate per Each

17.1.3 (f)

Supply, Transportation, erection of 3 Ph Air-Cooled 40KVA, D.G.Set with alternator, Diesel Engine, Control panel etc., with acoustic enclosure as per specifications mentioned above.

a) Material

Cost of Acoustic enclosure


17.1.3 (g)

Supply, Transportation , erection of 3 Phase Water cooled / Air Cooled 63KVA, D.G.Set with alternator, Diesel Engine, Control panel etc., as per specifications mentioned above.

a) Material

Erection and commissioning charges @ 10% of the cost of the set.


17.1.3 (h)

Supply, Transportation , erection of 3 Phase Water Cooled / Air-Cooled 63KVA, D.G.Set with alternator, Diesel Engine, Control panel etc., with acoustic enclosure as per specifications mentioned above.

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1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Cost of Acoustic enclosure each 1.00


a) Material125KVA, Water Cooled, 3Ph, 415V D.G.Set. each 1.00Erection and commissioning charges @ 10% of the cost of the set. 0.10

Transportation at 2% 0.02Sundires and Rounding offRate per Each

a) Material125KVA, Water Cooled, 3Ph, 415V D.G.Set. each 1.00Cost of Acoustic enclosure each 1.00


Bldngs_Elec-17-2 17.2 Transformers17.2.1

(a)


Transportation including loading and unloading 0.02(b) Labour charges for erection and commissioning. 0.10Rate per Each

(b) 100 KVA, 3Ph, aluminium wound Tansformer, CSP typea) Material

each 1.00


(c ) 100 KVA, 3Ph, copper wound Tansformer a) Material

each 1.00


(d ) 160 KVA, 3Ph, copper wound Tansformer a) Material

each 1.00


(e) 200 KVA, 3Ph, copper wound Tansformer a) Material

each 1.00

Transportation including loading and unloading 0.02


17.1.3 (i)

Supply, Transportation , erection of 3 Phase Water cooled 125 KVA, D.G.Set with alternator, Diesel Engine, Control panel etc., as per specifications mentioned above.

17.1.3 (j)

Supply, Transportation, erection of 3 Phase Water-Cooled 125KVA, D.G.Set with alternator, Diesel Engine, Control panel etc., with acoustic enclosure as per specifications mentioned above.


Supply, transportation, erection and commissioning of following specifications of 3 Phase, 50 Hz., Oil immersed and naturally cooled, out door / Indoor type copper wound transformer connected delta on H.V. side and star on L.V side with additional neutral brought out on load side, rating 11000 / 433 volts with HV tapping + 2.5% cotinuously rated for full load and temparature rise not exceeding 450 C by thermometer in oil and 500 C by the resistance of the winding after continuous run on full load rating complete with the following standard mounting.

63 KVA, 3Ph, aluminium wound Tansformer, CSP type (Core Self Protection)

63KVA Aluminium wound CSP type Transformer

100 KVA Aluminium wound CSP type Transformer

100 KVA Copper wound Transformer




1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

(b) Labour charges for erection and commissioning. 0.10Rate per Each

(f) 250 KVA, 3Ph, copper wound Tansformer a) Material

each 1.00


(g) 315 KVA, 3Ph, copper wound Tansformer a) Material

each 1.00


(h) 500 KVA, 3Ph, copper wound Tansformer a) Material

each 1.00


(i) 630 KVA, 3Ph, copper wound Tansformer a) Material

each 1.00


(j) 1000 KVA, 3Ph, copper wound Tansformer a) Material

each 1.00


Bldngs_Elec-17-3 17.3 CIRCUIT BREAKER17.3.7

a) Material630A, 415V Fixed type 3 pole ACB each 1.00Shunt release each 1.00U/V release each 1.00 Earth fault release each 1.00Transportation @ 2% on Unit Cost 0.02b) Labour charges for installation @ 5% 0.05Rate per Each

17.3.8

a) Material800A, 415V Fixed type 3 pole ACB each 1.00Shunt release Coil. each 1.00U/V release Coil. each 1.00 Earth fault release each 1.00Transportation @ 2% on Unit Cost 0.02b) Labour charges for installation @ 5% 0.05Rate per Each






Supply and errecting Air circuit Breaker (ACB) manually operated non drawout type with 6 way secondary isolating contacts necessary micro switches for over load and short circuit indicator, door interlocking, shunt release, under voltage release as well as 10%-20% earth fault release suitable for operational voltage 415V, 630A, erected in position on provided panel boards in an approved manner with necessary material complete

Supply and errecting Air circuit Breaker (ACB) manually operated non drawout type with 6 way secondary isolating contacts necessary micro switches for over load and short circuit indicator, door interlocking, shunt release, under voltage release as well as 10%-20% earth fault release suitable for operational voltage 415V, 800A, erected in position on provided panel boards in an approved manner with necessary material complete.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

17.3.9

a) Material1000A, 415V, Fixed type 3 pole ACB. each 1.00Shunt release each 1.00U/V release each 1.00 Earth fault release each 1.00Transportation @ 2% on Unit Cost 0.02b) Labour charges for installation @ 5% 0.05Rate per Each

Bldngs_Elec-17-4 17.4 SUB - STATION EQUIPMENT17.4.1

a) MaterialPrinted insturction chart both of size 0.9 x 0.6 M in English and Telugu. each 1.00

1.50


a) MaterialRubber hand gloves suitable for working on 11/22 KV supply each 1.00Rate per Each Pair

17.4.3

a) Material6mm thick, ISI make Rubber mat suitable for working on 11/22 KV each 1.00Sundries and rounding offRate per sqmt

17.4.4 Supply of standard 18"x12"x8" first aid box with all standard contents.

a) Material18" x 12" x 8" size First Aid box. each 1.00

set 1.00Rate per Each

17.4.5

a) Material13 Ltrs. Capacity G.I. bucket. each 1.00

sqm 0.50cum 0.13


a) MaterialTransformer Oil having Dielectric strength of 50 KV L 1.00Sundries and rounding offRate per Lt

17.4.7

a) Materialkg 17.50

Fabrication cost of hooks including painting (on cost of material) 0.50Sundries and rounding offRate per Each

17.4.8

Supply and errecting Air circuit Breaker (ACB) manually operated non drawout type with 6 way secondary isolating contacts necessary micro switches for over load and short circuit indicator, door interlocking, shunt release, under voltage release as well as 10%-20% earth fault release suitable for operational voltage 415V, 1000A, erected in position on provided panel boards in an approved manner with necessary material complete.

Supply and fixing printed instructions chart both in English and Telugu and duly framed with front glass for treatment of person suffering from Electric shock.

Towards making wooden frame with front glass including cost of material and labour on unti cost of Item 1.

Supply of pair of rubber hand gloves suitable for working 11/22 KV supply.

Supply of 11KV, ISI, approved rubber mat of thickness, required length and breadth.

Set of Cotton, band aid cloth Antiseptic cream etc.,

Supply of G.I sheet bucket of round bottom of 13 Ltrs. Capacity with printed letters and filled with sand and arranged to existing stand or hook.

Painting with 2 coats of red color enamell paint on out side.Cost of sandSundires for printing letter etc.,

Supply of Tranformer oil tested and having good resistance to high electric stress di-electric strength 50KV, low viscocity, low pour point, high flash point and excellent thermal properties for efficient heat transfer and cooling as per IS 335-1972.

Providing floor mounting stand for keeping 4Nos of bucket 1500mm length, 900mm height made out of 40x40x6mm angle iron welded with 4 hooks and duly painted with one coat of red lead and two coats of enamel paint.

1500mm length, 900mm height Floor mounting stand fabricated with 40x40x6mm angle iron welded with 4 Nos Hooks. (1Mtr = 3.5Kg) (5x3.5Kgs = 17.5Kgs)

Supply and erecting ABC Powder (stored pressure type) fire extinguisher 5kg conforming to IS 2171-85 with necessary clamps made from 50x6mm MS flat with nuts & bolts grouted in wall complete.

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1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

a) MaterialABC Powder Stored pressure type fire extengensher of 5 Kg capacity . each 1.00

50 x6mm M.S Apl. Clamps with bolt & nut. each 1.00(b) Labour charges for erection.Helper day 0.20Sundires and Rounding offRate per Each Note : Labour is considered for 5 jobs / day

17.4.9

a) MaterialABC Powder Stored pressure type fire extengensher of 10 Kg capacity . each 1.00

50 x6mm M.S Apl. Clamps with bolt & nut. each 1.00(b) Labour charges for erection.Helper day 0.20Sundires and Rounding offRate per Each Note : Labour is considered for 5 jobs / day

a) Material50x50x6mm Angle Iron (1 Mt. = 4.37 Kg) 4.8 m Length kg 20.9725x6mm M.S Flat (1 Mt. 1.18 Kg) 3.6 M length kg 4.25Chain link Mesh (Civil SSR) sqm 2.40Fabrication of Frame with angles, Flat and chain link mesh kg 25.22C.C.Work M 15 using 20 mm metal (15 x 15 x 40) x 2 As per Civil SSR cum 0.02

Painting with one coat of red oxide and two coat of alluminium paint. sqm 5.88


Rate per Each

a) Material50x50x6mm Angle. (1 mt. 4.37 Kg) 2m Length kg 8.74C.C.Work M 15 using 20 mm metal (15 x 15 x 40) x 2 As per Civil SSR cum 0.02

0.10


Rate per Each

a) MaterialRM 14.00

25x6mm M.S. Flat (1.18 Kgs / Mt) 17 M length kg 20.061000x50mm Channle (1mt = 8.74 Kg) 5 M length kg 43.70

kg 33.32

Supply and erecting ABC Powder (stored pressure type) fire extinguisher 10kg conforming to IS 2171-85 with necessary clamps made from 50x6mm MS flat with nuts & bolts grouted in wall complete.

17.4.10

Supply and erecting fencing of section having size 2450 mm in height from ground level and 1200mm width by using angle iron size 50x50x6mm erected in CC foundation 15x15x40cms deep. The section of the frame shall be fitted with flat iron supports of size 25x6mm on top, bottom and middle and chain link jali of 8 SWG G.I to the angle iron at every distance of 30 cms by iron studs complete duly painted with one coat of red oxide and two coats of aluminium paint.

17.4.11

Supply and erecting 50x50x6mm angle iron as corner support to be fixed away from the fence support fixed at the middle of the fencing frame and the other side in CC foundation of 15x15x40 cms complete duly painted with one coat of red oxide and two coats of aluminium paint.

Painting with one coat of red oxide and two coats of Aluminium paint (on cost of Item 1)

17.4.12

Supply and erecting double leaf hinged door each 150cms width x 185cms height using 38.1 mm dia B grade ISI marked G.I pipe from all four sides with necessary bends with cross supports of angle iron 40 x 40 x 6mm with the door leaf covered with chain link mesh of No. 8 SWG G.I wire with necessary flat iron covering all around frame. The door shall have heavy latches, and side channels of 100x50x5mm locking arrangement with lock of medium size with duplicate keys, the fencing completely erected with anti corrosive red oxide paint and two coats of prescribed enamel paint / silver paint. The channel iron of size 100x50mm x 2.5Mtr. length shall be provided and erected at both sides of gate with C.C work

38.1mm dia B Class G.I pipe.(1.85 x 4 Nos + 1.5x 4Nos = 13.4 Mt or say 14 Mtrs.) ( civil SSR)

4 Nos x 2.38M Length, 40 x 40 x 6 mm M.S. Angle Iron ( 1 Mtr = 3.5 Kg) 9.52 M length


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Steel Aldrop with bolts and Nuts. each 1.00Chain link mesh of 8 SWg G.I (Civil SSR) sqm 5.55Medium size lock and Key each 1.00Fabrication charges including welding etc., complete. kg 118.00Painting Charges sqm

0.05

Sundireis and Rounding off

Rate per Each Bldngs_Elec-17-5 17.5 SUB-STATION MAINTENANCE

On site.a) MaterialLabour charges for filterations at siteRate per Each

At Factory.a) MaterialLabour charges for filterations at siteRate per Each

17.5.3

a) Material

Clearing of fixed contacts, moving contacts and arcchutesRefix the ACB inposition and testing and commissioning charges.b) Labour charges for entire jobSkilled Electrician day 3.00Semi Skilled Electrician day 3.00Helper day 6.00Sundries and Rounding Rate per Each Note :Job requires 3 days. Keeping this labour arrived.

17.5.4

a) MaterialRemoving all the doors of switches, busbar chamber and back doors.

Clearing by using power blower.

b) Labour charges for entire jobSkilled Electrician day 2.00Semi Skilled Electrician day 1.00Helper day 2.00Sundries and Rounding Rate per Each Note :Job requires 3 days. Keeping this labour arrived.

Bldngs_Elec-17-6 17.6 PROTECTIVE GEAR

17.6.1

a) MaterialCost of 11 KV 5KA metal oxide lighting arrester. each 1.00b) Labour charges for erection.Skilled Electrician day 0.33Helper day 0.33Sundries

b) Labour charges for erection including cost of hinges on items 1-6.

17.5.1 (a)

Filteration of transformer oil as per ISS for removal of moisture, carbon slurry etc. by means of circulating oil through vaccum pump from heating elements and filters to withstand the dielectric strength of the oil above 40KV beyond one minute tested in oil testing Kit.

Data shall be arrived based on observed Data

17.5.1 (b)

Filteration of transformer oil as per ISS for removal of moisture, carbon slurry etc. by means of circulating oil through vaccum pump from heating elements and filters to withstand the dielectric strength of the oil above 40KV beyond one minute tested in oil testing Kit.

Data shall be arrived based on observed Data

Carryout routine maintenance, servicing and testing of 630A to 1000A L.T.ACB by cleaning fixed contacts, moving contacts and arcchutes including servicing and putting the ACB in perfect working condition after detting all relay and ON, OFF mechanism etc.

Removing the existing ACB and servicing and testing of 630A to 1000A L.T.ACB.

Carryout routine maintenance and servicing of LT.Cubical panel board having approximately 15 to 22 Nos of switches by cleaning with power blower and servicing the contacts, tightning the connection of incoming and outgoing cables, and clicking the operating mechanism for smooth functioning of switches and putting them in smooth working condition.

Tightening all the terminations and cleaning and servicing the contacts of switches.

Supply and erecting approved make 11KV, 5KA metal oxide lightning arrestors suitable for 11 KV supply with necessary materials on existing cross arm.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Rate per Each Note : Labour is considered for 3 jobs / day

17.6.3

a) MaterialCost of porcelain disc type insulator suitable for 11 KV each 1.00b) Labour charges for erection.Skilled Electrician day 0.13Helper day 0.25SundriesRate per Each Note : Labour is considered for 8 jobs / day

17.6.5

a) MaterialCost of porcelain pin type insulator suitable for 11 KV each 1.00b) Labour charges for erection.Skilled Electrician day 0.13Helper day 0.25SundriesRate per Each Note : Labour is considered for 8 jobs / day

17.6.6

a) MaterialCost of porcelain post type insulator suitable for 11 KV each 1.00b) Labour charges for erection.Skilled Electrician day 0.13Helper day 0.25SundriesRate per Each Note : Labour is considered for 8 jobs / day

17.6.8


25.4 mm B Class GI Pipe, ISI Mark M 3.00b) Labour chargesi) for fixing the System on G.I pipe.ii) for fixing on top of the building with C.C work / Clamping arrangement.

Skilled Electrician day 1.00Helper day 1.00Sundries and Rounding offRate per Each

a) MaterialCost of 11KV, 400A A.B switch wth all standard accessories. each 1.00b) Labour charges for erection.Skilled Electrician day 1.00Semi Skilled Electrician day 1.00Helper day 1.00Sundries and Rounding offRate per Each

a) MaterialCost of 11KV, 200A A.B switch wth all standard accessories. each 1.00b) Labour charges for erection.Skilled Electrician day 1.00Semi Skilled Electrician day 1.00Helper day 1.00Sundries and Rounding offRate per Each

Supply and erecting porcelain disc type insulator suitable for 11KV line with suitable hardware on existing cross arms.

Supply and erecting porcelain pin type insulator suitable for 11KV line with suitable hardware on existing cross arms.

Supply and erecting porcelain post type insulator suitable for 11KV line with suitable hardware on existing cross arms.

Supply and fixing of lightning protective system conforming to IS : 2309 with all standard accessories such as metal globe finials on the top of the builiding with 25.4 mm dia 3.0 mtrs. Length of 'B' class G.I pipe etc., complete without down conductors and earthing

Lightning protective system with all standard accessories such as metallic globe, finials etc.,

17.6.10

Supply and erecting approved made 11KV, 400A A.B switch with all standard accessories etc., complelte with cost and conveyance of all materials and labour charges.

17.6.11

Supply and erecting approved made 11KV, 200A A.B switch with all standard accessories etc., complelte with cost and conveyance of all materials and labour charges.

17.6.12

Supply and erecting approved made 11KV, 200A (Tilting) A.B switch with all standard accessories etc., complelte with cost and conveyance of all materials and labour charges.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

a) MaterialCost of 11kV, 200A (Tilting) A.B switch wth all standard accessories. each 1.00

b) Labour charges for erection.Skilled Electrician day 1.00Semi Skilled Electrician day 1.00Helper day 1.00Sundries and Rounding offRate per Each

a) MaterialCost of 11KV, H.G. fuse set wth all standard accessories. each 1.00b) Labour charges for erection.Skilled Electrician day 1.00Helper day 1.00Sundries and Rounding offRate per Each

a) MaterialCost of MPP capacitor operation on 3 Ph. 415V. Kvar 1.00b) Labour charges for erection.Skilled Electrician day 0.04Helper day 0.08Sundries and Rounding offRate per KvarNote : Labour considered for 25 jobs / day

a) MaterialCost of of mixed Dielectric capacitor operation on 3 Ph. 415V. Kvar 1.00b) Labour charges for erection.Skilled Electrician day 0.04Helper day 0.08Sundries and Rounding offRate per KvarNote : Labour considered for 25 jobs / day

Bldngs_Elec-18 18 Repairs to Motors and Rewinding

Datas of 11.6.1 to 11.6.4 are hold good and be adopted.

Bldngs_Elec-18-1

18.1.1

a) MaterialCopper enamelled winding wire of fine quality. kg 0.30

0.50

1.00

0.40

Less cost towards old winding wire kg 0.30Rate per Each

18.1.2

a) Material35 / 36 Copper enamelled winding wire of fine quality. kg 0.20

0.50

1.00

0.40


17.6.13

Supply and erecting 11KV, H.G (Horn Gap) fuse set including all standard accessories etc., complete with cost and conveyance of all materials and labour charges.

17.6.14

Supply and erecting of bank of metalised polypropylene condensors with the standard capacities of 2,3,5,7,10,12.5 and 15 KVAR units for PF correction for operation on 3 phase 50 Cycles 400 / 440V (+10%) with externally discharging resistances, earthig terminals etc., complete.

17.6.15

Supply and erecting of bank of mixdielectric condensors with the standard capacities of 2,3,5,7,10,12.5 and 15 KVAR units for PF correction for operation on 3 phase 50 cycles 400/440V (+10%) with externally discharging resistances, earthing terminals etc., complete.

Rewinding the motor of the table / pedestal / cabin fan of all types, and makes and overhauling including minor repairs, testing for the original speed and consumption with guarantee for one year including tansporation from site and back.

Labour charges towards removing unserviceable winding wire and cleaning. (on cost of winding wire)

Labour charges towards rewinding the coils complete with connections etc., complete.(on cost of winding wire)

Sundries such as sleeves cotton tape, minolex paper, solution etc., with transportion charges.

Rewinding the motor of the ceiling fan of 1200mm / 1400mm of all types and makes and over hauling including minor repairs and testing for original speed and consumption





1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

18.1.3

a) Material23 / 24 / 28 Copper enamelled winding wire of fine quality. kg 0.05

0.50

1.00

0.40


18.1.4

a) Material23 / 24 / 28 Copper enamelled winding wire of fine quality. kg 0.45

0.50

1.00

0.40


18.1.5

a) MaterialSuitable guage copper winding wire fine quality kg 2.70

0.05

0.12

0.02


18.1.6


0.05

0.12

0.02


18.1.7


0.05

0.12

0.02


18.1.8


0.05

Rewinding the motor of the exhaust fan of light duty 225/300mm of 900/1400 RPM of all types and makes and over hauling including minor repairs and testing for original speed and consumption




Rewinding the motor of the exhaust fan of heavy duty 375mm of 900/1400 RPM of all types and makes and over hauling including minor repairs and testing for original speed and consumption




Rewinding of electric motor upto 1 HP single phase upto 1400 RPM of all types and makes with copper wire, overhauling with minor repairs, testing for the original speed and no load consumption .

Labour charges towards removing of old unserviceable winding wire.(on cost of winding wire)

Labour charges towards rewinding copper coils complete with connections.(on cost of winding wire)

Sundries such as sleeves, cotton tape, minolex paper solution etc., with transportation.

Rewinding of electric motor 2 HP single phase 1400 RPM of all types and makes with copper wire, overhauling with minor repairs, testing for the original speed and no load consumption.




Rewinding of electric motor 3 HP three phase 1400 RPM of all types and makes with copper wire, overhauling with minor repairs, testing for the original speed and no load consumption .







1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

0.12

0.02


18.1.9


0.05

0.12

0.02



0.05

0.12

0.02



0.05

0.12

0.02



0.05

0.12

0.02



0.05

0.12

0.02




Rewinding of electric motor 7.5 HP three phase 1400 RPM of all types and makes with copper wire, overhauling with minor repairs, testing for the original speed and no load consumption .




18.1.10





18.1.11

Rewinding of electric motor 12.50 HP three phase 1400 RPM of all types and makes with copper wire, overhauling with minor repairs, testing for the original speed and no load consumption .




18.1.12





18.1.13

Rewinding of electric motor 20 HP three phase 1400 RPM of all types and makes with copper wire, overhauling with minor repairs, testing for the original speed and no load consumption.




18.1.14

Rewinding of submersible motor upto 15 HP three phase of all types and makes with copper wire, overhauling with minor repairs, testing for the original speed and no load consumption .


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

a) MaterialPVC insulated copper winding wire of suitable guage. kg 18.00

0.10

0.15

0.05

Less cost for winding wire kg 18.00Rate per Each

Bldngs_Elec-18-2 18.2 Bearings

18.2.1

a) MaterialBall Bearings suitable for 1 HP Motor inclusive of taxes each 1.00

0.50

Transportation and Rounding offRate per Each

18.2.2

a) MaterialBall Bearings suitable for 2 to 3 HP Motor inclusive of taxes each 1.00

0.50


18.2.3

a) MaterialBall Bearings suitable for 5 to 7.5 HP Motor inclusive of taxes each 1.00

0.50


18.2.4


0.50


18.2.5


0.50


18.2.6


0.50


18.2.7

a) Material




Replacing the existing bearing of approved make for electric motor single phase / 3 phase AC upto 1 HP of all types with due alignment of the shaft and tested.

Labour charges for removing the existing unserviceable bearing and fixing the new ball bearing with special T&P. (on cost of Ball Bearing)

Replacing the existing bearing of approved make for electric motor single phase / 3 phase AC upto 2 to 3 HP of all types with due alignment of the shaft and tested.


Replacing the existing bearing of approved make for electric motor single phase / 3 phase AC upto 5 to 7.5 HP of all types with due alignment of the shaft and tested.


Replacing the existing bearing of approved make for electric motor single phase / 3 phase AC upto 10 to 12.5 HP of all types with due alignment of the shaft and tested.


Replacing the existing bearing of approved make for electric motor single phase / 3 phase AC upto 15 to 20 HP of all types with due alignment of the shaft and tested.


Replacing the ball bearing of table / cabin / pedestal / ceiling / exhaust fan complete with alignment of shaft and tested.

Ball Bearings suitable for table / cabin / ceiling / Exhaust Fan inclusive of taxes


Replacing the ball bearing of bush / rubber / ring washers for fan mortar complete with alignment of shaft and tested.


1 2 3 4 5 6 7

Specification No.

Quantity

Amount Rs.

Cost of GM / Bush / Rubber / Ring washer etc., each 1.000.50

Rounding OffRate per Each

18.2.8


b) Labour charges for removing and refixingSemi Skilled Electrician day 0.10Rounding OffRate per Each Note : Labour considered for 10 jobs / day

Labour charges for removing the existing unserviceable bush/ ring washer and fixing the new with special T&P.(on cost of material)

Replacing the existing capacitor of table / cabin / pedestal / ceiling / exhaust fan complete with wiring.

Cost of 2.5 / 3.5 mfd condensor suitable for ceiling / pedastal Exhaust Fan

Documents

Buildings Item Rates 2011-12