Estimate of building

DETAILED ESTIMATE

Eluru W.G.Dist,A.P(Rates are as per -----------------------------------------------------)

Ground floor:

S.No Description No Length Breadth Deapth Quantity1

A. 500 MM dia and 5.00 m depth (DUR) 28 28 nos

B. 450 MM dia and 5.00 m depth (SUR) 34 34 nos

B. 300 MM dia and 3.66 m depth (SUR) 6 6 nos

2

7 2.80 2.80 0.60 32.9317 2.80 0.80 0.60 22.85

55.78 cum3

7 2.80 2.80 0.10 5.4917 2.80 0.80 0.10 3.81

9.30 cum4

7 2.80 2.80 0.10 5.4917 2.80 0.80 0.10 3.81

9.30 cum5

7 2.80 2.80 0.75 41.1617 2.80 0.80 0.75 28.56

69.72 cum6

21 4.21 0.45 0.45 17.903 4.21 0.23 0.45 1.31

19.21 cum7

16 3.75 0.23 0.35 4.836 7.75 0.23 0.35 3.743 3.26 0.23 0.35 0.79

9.36 cum

Proposed G.F construction of Block 4 at Sir CRR Pharmaceutical College,

Providing RCC Under reamed piles including boring under reaming to 2.5 times the dia of the bore, tying grills, placing in position and concreting in M20 grade mix using 20 mm size hard blasted granite machine crushed chips, including cost and conveyance of all materials labour charges, machine mixing, laying, compacting, finishing, curing complete but excluding cost of steel and its fabrication charges for piles of various diameters.

Earth work excavation and depositing on bank with initial and lift in loamy and clayey soils like black cotton soil, red earth and ordinary gravel for piles caps.

Filling godavari sand in foundation in layers of 150 mm thick including watering and ramming, campacting with the standard specifications complete for finished item of work under pile caps.

Plain cement concrete (1:4:8) mix using 40 mm granite metal from approved quarry, including cost and conveyance of all materials, labour charges, machine mixing, vibrating finishing curing etc., complete for levelling course under pile caps.

VRCC M20 grade using 20mm HBG metal including cost and coveyance of all materials and labour charges machine mixing placing concrete in position, vibrating, finishing, curing but excluding cost steel and its fabrication charges for pile caps.

VRCC M20 grade mix using 20 mm size blasted granite crusher chips including cost and conveyance of all materials and all operational incidental and labour charges such as centering, machine mixing, laying, vibrating, finishing, curing but excluding cost of steel and its fabrication charges for columns.

VRCC M20 Grade mix using 20 mm size blasted granite crusher chips including cost and conveyance of all materials and all operational incidental and labour charges such as centering, machine mixing, laying, vibrating, finishing, curing but excluding cost of steel and its fabrication charges for plinth beams.

8

3 20.45 0.45 0.30 9.104 16.85 0.45 0.30 11.603 28.65 0.45 0.20 7.741 9.75 0.45 0.20 0.88

29.32 cum9

1 28.65 16.85 482.752 11.02 1.80 39.67

Roof Slab 150 mm thick 522.42 sqm

10

16 3.75 0.23 0.85 11.736 7.75 0.23 0.85 9.093 3.26 0.23 0.85 1.91

22.73cum11

16 3.75 0.23 3.46 47.756 7.75 0.23 3.46 37.003 3.26 0.23 3.46 7.781 79.34 0.12 1.20 10.95

Deductions Doors D1 1 2.40 2.40 0.23 1.32

D2 2 1.00 2.10 0.23 0.48D3 2 0.75 2.10 0.23 0.72

Windows 12 1.50 1.50 0.23 6.2194.75cum

12 32 3.75 3.46 415.2012 7.75 3.46 321.78

6 3.26 3.46 67.682 79.34 1.20 190.42

Deductions Doors D1 1 2.40 2.40 5.76

D2 2 1.00 2.10 4.20D3 2 0.75 2.10 3.15

Windows 12 1.50 1.50 27.00954.96sqm

13

Ceiling 1 28.65 16.85 482.752 11.02 1.80 39.67

Beams 3 20.45 0.90 55.214 16.85 0.90 60.663 28.65 0.90 77.351 9.75 0.90 8.78

Columns 21 4.21 1.80 159.143 4.21 1.36 17.18

900.74sqm

VRCC M20 Grade mix using 20 mm size blasted granite crusher chips including cost and conveyance of all materials and all operational incidental and labour charges such as centering, machine mixing, laying vibrating, finishing, curing but excluding cost of steel and its fabrication charges for roof beams.

VRCC M20 Grade mix using 20 mm size blasted granite crusher chips including cost and conveyance of all materials and all operational incidental and labour charges such as centering, machine mixing, laying vibrating, finishing, curing but excluding cost of steel and its fabrication charges Roof slabs.

Brick masonary in CM (1:6) using second class bricks including cost and conveyance of all materials from approved quarry and all labour charges, finishing and curing complete for foundation and basement.

Brick masonary in CM (1:6) using second class bricks including cost and conveyance of all materials from approved quarry and all labour charges, finishing and curing complete for super structure.

Plastering 12mm thick in CM (1:6) including cost conveyance of all materials charges, scaffolding, finishing, curing complete.

Beam, Column and ceiling plastering 20mm thick in CM (1:4) including cost conveyance of all materials charges, scaffolding, finishing, curing complete.(over out side brick work)

14

1 28.65 16.85 1.10 531.032 11.02 1.80 1.10 43.64

574.67 cum 15

Doors D1 1 2.40 2.40 5.76D2 2 1.00 2.10 4.20D3 2 0.75 2.10 3.15

13.11 sqm16

Windows 12 1.50 1.50 27.0027 sqm

17

1 28.65 16.85 0.10 48.282 11.02 1.80 0.10 3.97

52.24 sqm

18

1 28.65 16.85 482.752 11.02 1.80 39.67

522.42sqm

19

Doors D1 1 2.25 2.40 2.40 12.96D2 2 2.25 1.00 2.10 9.45D3 2 2.25 0.75 2.10 7.09

Windows 12 1.50 1.50 1.50 40.5070.00sqm

20

954.96+900.74 1855.70sqm

21

25000kg

221 28.65 16.85 482.75

482.75 sqm

Filling gravel in basement in layers of 150mm thick including watering and ramming, compacting with standard specifications complete for finishing item of work.

Supplying and fixing 1st class teak wood fully paneled doors including, all furniture and fittings complete.

Supplying and fixing 1st class teak wood fully paneled windows including all furniture and fittings complete and excluding M.S. safety grill.

Plain Cement concrete (1:4:8) mix using 40mm granite metal form approved quarry, including cost and conveyance of all materials, labour charges machine mixing, vibrating furnishing, curring etc., complete for concrete bed under flooring.

Flooring with ceramic tiles 1st quality of all shades (Johnson or equivalent) set in CM (1:4) over existing bed concrete including all materials and labour charges.

Painting doors and windows with two coats of best synthetic enamel paint to approved brand (Berger or equivalent) over a primary coat including cost and conveyance of all materials, all operational and labour charges such as scaffolding, cost brushes etc., complete.

White cement 2 coats for walls and ceiling using best quality white cement (Birla or equivalent) including cost and conveyance of all materials, all operational and labour charges such as scaffolding, cost brushes etc., complete.

Supplying and fabriation of Tor steel reinforcement including cost and conveyance, cutting rods, tying grills placing in position, including cost of binding wire coplete.

Water Proof Plastering with C.M (1:4) 20 mm thick over Roof Slab.

ABSTRACT ESTIMATE

Eluru W.G.Dist,A.P(Rates are as per -----------------------------------------------------)

Ground floor:

S.No Description Qty Unit Rate Per Amount1

A. 500 MM dia and 5.00 m depth (DUR) 28.00 nos 16834.92 1No 471378

B. 450 MM dia and 5.00 m depth (SUR) 34.00 nos 11870.58 1No 403600

B. 300 MM dia and 3.66 m depth (SUR) 6.00 nos 4310.21 1No 25861

2

55.78 cum 170.32 1cum 9500

3

9.30 cum 1363.21 1cum 12678

4

9.30 cum 4575.77 1cum 42555

5

69.72 cum 8098.04 1cum 564595

6

19.21 cum 9447.65 1cum 181489

7

9.36 cum 9928.88 1cum 92934

Proposed G.F construction of Block 4 at Sir CRR Pharmaceutical College,

Providing RCC Under reamed piles including boring under reaming to 2.5 times the dia of the bore, tying grills, placing in position and concreting in M20 grade mix using 20 mm size hard blasted granite machine crushed chips, including cost and conveyance of all materials labour charges, machine mixing, laying, compacting, finishing, curing complete but excluding cost of steel and its fabrication charges for piles of various diameters.

Earth work excavation and depositing on bank with initial and lift in loamy and clayey soils like black cotton soil, red earth and ordinary gravel for piles caps.

Filling godavari sand in foundation in layers of 150 mm thick including watering and ramming, campacting with the standard specifications complete for finished item of work under pile caps.

Plain cement concrete (1:4:8) mix using 40 mm granite metal from approved quarry, including cost and conveyance of all materials, labour charges, machine mixing, vibrating finishing curing etc., complete for levelling course under pile caps.

VRCC M20 grade using 20mm HBG metal including cost and coveyance of all materials and labour charges machine mixing placing concrete in position, vibrating, finishing, curing but excluding cost steel and its fabrication charges for pile caps.

VRCC M20 grade mix using 20 mm size blasted granite crusher chips including cost and conveyance of all materials and all operational incidental and labour charges such as centering, machine mixing, laying, vibrating, finishing, curing but excluding cost of steel and its fabrication charges for columns.

VRCC M20 Grade mix using 20 mm size blasted granite crusher chips including cost and conveyance of all materials and all operational incidental and labour charges such as centering, machine mixing, laying, vibrating, finishing, curing but excluding cost of steel and its fabrication charges for plinth beams.

8

29.32 cum 9075.67 1cum 266099

9

522.42 sqm 1137.89 1sqm 594457 Roof Slab 150 mm thick

10

22.73 cum 4206.09 1cum 95604

11

94.75 cum 4126.74 1cum 391009

12

954.96 sqm 120.53 1sqm 11510113

900.74 sqm 139.58 1sqm 12572514

574.67 cum 424.49 1cum 243942

15

13.11 sqm 9051.72 1sqm 118668

16

27.00 sqm 10618.03 1sqm 286687

17

52.24 sqm 4575.77 1sqm 239038

18

VRCC M20 Grade mix using 20 mm size blasted granite crusher chips including cost and conveyance of all materials and all operational incidental and labour charges such as centering, machine mixing, laying vibrating, finishing, curing but excluding cost of steel and its fabrication charges for roof beams.

VRCC M20 Grade mix using 20 mm size blasted granite crusher chips including cost and conveyance of all materials and all operational incidental and labour charges such as centering, machine mixing, laying vibrating, finishing, curing but excluding cost of steel and its fabrication charges Roof slabs.

Brick masonary in CM (1:6) using second class bricks including cost and conveyance of all materials from approved quarry and all labour charges, finishing and curing complete for foundation and basement.

Brick masonary in CM (1:8) using second class bricks including cost and conveyance of all materials from approved quarry and all labour charges, finishing and curing complete for super structure.

Plastering 12mm thick in CM (1:5) including cost conveyance of all materials charges, scaffolding, finishing, curing complete.

Beam, Column and ceiling plastering 12mm thick in CM (1:3) including cost conveyance of all materials charges, scaffolding, finishing, curing complete.(over out side brick work)

Filling gravel in basement in layers of 150mm thick including watering and ramming, compacting with standard specifications complete for finishing item of work.

Supplying and fixing 1st class teak wood fully paneled doors including, all furniture and fittings complete.

Supplying and fixing 1st class teak wood fully paneled windows including all furniture and fittings complete and excluding M.S. safety grill.

Plain Cement concrete (1:4:8) mix using 40mm granite metal form approved quarry, including cost and conveyance of all materials, labour charges machine mixing, vibrating furnishing, curring etc., complete for concrete bed under flooring.


522.42 sqm 965.88 1sqm 504595


19

70.00 sqm 136.73 1sqm 9571

20

1855.7 sqm 43.61 1sqm 80927

21

25000.00 kgs 59.75 1kg 1493685

22482.75 sqm 371.63 1sqm 179404

6549102.00

Painting doors and windows with two coats of best synthetic enamel paint to approved brand (Berger or equivalent) over a primary coat including cost and conveyance of all materials, all operational and labour charges such as scaffolding, cost brushes etc., complete.

White cement 2 coats for walls and ceiling using best quality white cement (Birla or equivalent) including cost and conveyance of all materials, all operational and labour charges such as scaffolding, cost brushes etc., complete.

Supplying and fabriation of Tor steel reinforcement including cost and conveyance, cutting rods, tying grills placing in position, including cost of binding wire coplete.

Water Proof Plastering with C.M (1:3) 20 mm thick over Roof Slab.

DATA SHEET

Name of the Work : Repairs and additional accomodation of sub division,QC Sub division&lab at Eluru

Estimate Amount Rs. 30.00 Lakhs

Sl. No. Index-code Description Unit Quantity

1 2 3 4 5

1 RBR- Excavation for StructuresFNDN-1

Ordinary soilManual MeansUpto 3 m depthUnit = cumTaking output = 10 cum

Mate day 0.00Mazdoor (Unskilled) day 3.64Add MA@25%b) MaterialSienorage chargesAdd contractor's profit @14%Rate per 10cum = (a+b+c)Rate per cum = (a+b+c)/10

2 RBR-FNDN-2Sand fillingUnit = cum

Mate day 0.00Mazdoor (Unskilled) day 0.31Add MA@25%b) MaterialSand cum 1.05Sienorage charges for sand cum 1.05Add contractor's profit @14%Rate per cum = a+b+c+d

3 BLD- Cement Mortar (1 : 3)CSTN-1-4 Unit : 1cum

A. MATERIALS:Cement kg. 480.00Sand (including 5% wastage) cum 1.05Seigniorage charges for Fine Sand cum 1.05B. MACHINERY- Nil -C. LABOUR:Man mazdoor for mixing mortar day 0.20Add MA@25%Grand Total


A. MATERIALS:

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and 301.2.1 of MORT&H

a) Labour

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 MORD & 304 MORTH

a) Labour

Cement kg. 288.00Sand (including 5% wastage) cum 1.05Seigniorage charges for Fine Sand cum 1.05B. MACHINERY- Nil -C. LABOUR:Man mazdoor for mixing mortar day 0.20Add MA@25%Grand Total


A. MATERIALS:Cement kg. 240.00Sand (including 5% wastage) cum 1.05Seigniorage charges for Coarse Sand cum 1.05

B. MACHINERY- Nil -C. LABOUR:Man mazdoor for mixing mortar day 0.20Add MA@25%Grand Total


A. MATERIALS:Cement kg. 180.00Sand (including 5% wastage) cum 1.05Seigniorage charges for Coarse Sand cum 1.05

B. MACHINERY- Nil -C. LABOUR:Man mazdoor for mixing mortar day 0.20Add MA@25%Grand Total

7 BLD-CSTN-2-5

Unit = 1cumA. MATERIALS:Cement kg 162.00Coarse aggregate 40 mm cum 0.90Fine aggregate (Sand) cum 0.45Seigniorage charges for C.A cum 0.90Seigniorage charges for F.A cum 0.45B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 1.00

C. LABOUR:day 0.10

Mazdoor (unskilled) day 1.39Water Charges 1% of LabourAdd MA@25%Add contractor's profit @14%

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

Mason 1st class

Rate per cum

8 BLD- R.C.C. M-20 Nominal MixCSTN-2-13

A. MATERIALS:20mm HBG graded metal cum 0.900Sand cum 0.450Seigniorage charges for C.A cum 0.90Seigniorage charges for F.A cum 0.45Cement Kgs 400.00B. LABOUR:1st Class Mason day 0.1332nd Class Mason day 0.267Mazdoor (Both Men and Women) day 3.600

Add MA@25%B. MACHINERYConcrete Mixer 10 / 7 cft (0.2 / 0.8 cum) capacity hour 1.000

BASIC COST per 1 cum

9 FOOTINGSBASIC COST per 1 cum cum 1.00Centering charges cum 1.00Add contractor's profit @14%Total

10 PEDASTALSBASIC COST per 1 cum cum 1.00Centering charges cum 1.00Add contractor's profit @14%Total

11 PLINTH BEAMSBASIC COST per 1 cum cum 1.00Centering charges cum 1.00Add contractor's profit @14%Total

12

A. MATERIALS :NilB. LABOURMazdoor day 4.733C) Labour Allowance

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 FOUNDATIONS, PLINTH, PEDESTALS (Below Plinth)

Augoring and boring of holes in site for Bored cast-in-situ R.C.C. Piles for building foundations in loamy, clayey soils like Black cotton soils and ordinary soils as per IS 2911 - 1980 as per approved designs including all operations, incidental, labour charges, hire charges of machinery, augur bore drill and shell equipment, etc, complete including for all depths and for finished item of work for piles of 500 mm dia for a depth of 5.0m including under-reaming of two bulbs

Add contractor's profit @14%

13

A. MATERIALS :NilB. LABOURMazdoor day 4.418C) Labour AllowanceAdd contractor's profit @14%

14

A. MATERIALS :NilB. LABOURMazdoor day 2.961C) Labour AllowanceAdd contractor's profit @14%



15

Unit=CumA. MATERIALS:20mm HBG graded metal cum 0.900Sand cum 0.450Cement Kgs 400.00B. LABOUR:1st Class Mason day 0.1002nd Class Mason day 0.200Mazdoor (Both Men and Women) day 3.450


Water (including for curing) kl 1.200BASIC COST per 1 cum

16 DUR PILES---500mm diaBASIC COST per 1 No---5.00m depth cum 2.011Add contractor's profit @14%Total

17 DUR PILES---450mm diaBASIC COST per 1 No---4.50m depth cum 1.360Add contractor's profit @14%Total

18 DUR PILES---375mm diaBASIC COST per 1 No---3.75m depth cum 0.787

Add contractor's profit @14%Total

19 DUR PILES---300mm diaBASIC COST per 1 No---3.5m depth cum 0.438

Supply and placing of the M20 nominal Mix Concrete corresponding to IS 456 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 machine mixing, pouring 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 tremmy pumping, laying concrete, curing etc. complete but excluding cost of steel and its fabrication charges for finished item of work for BORED CAST-IN-SITU UNDER REAMED PILES including Bore pile stem and under ream bulbs


20 BLD-CSTN-2-13

A. MATERIALS:20mm HBG graded metal cum 0.900Sand cum 0.450Cement Kgs 400.000Seigniorage charges for C.A cum 0.90Seigniorage charges for F.A cum 0.45B. LABOUR:1st Class Mason day 0.1672nd Class Mason day 0.167Mazdoor (Both Men and Women) day 4.700



21 COLUMNSBASIC COST per 1 cum cum 1.00Centering charges cum 1.00Add contractor's profit @14%Total

22 LINTELS IN BUILDINGSBASIC COST per 1 cum cum 1.00Centering charges cum 1.00Add contractor's profit @14%Total

23 RCC SLABS, BEAMSA. MATERIALS:20mm HBG graded metal cum 0.900Sand cum 0.450Seigniorage charges for C.A cum 0.90Seigniorage charges for F.A cum 0.45Cement Kgs 400.000B. LABOUR:1st Class Mason day 0.0672nd Class Mason day 0.133Mazdoor (Both Men and Women) day 2.500



24 BEAMSBASIC COST per 1 cum cum 1.00Centering charges cum 1.00Add contractor's profit @14%

COLUMNS, LINTELS, WATER TANKS, RCC WALLS IN BUILDINGS

Total

25 RCC SLABS 150mm thickBASIC COST per 1 sqm cum 0.130Centering charges sqm 1.00Add contractor's profit @14%Total

26 SUNSHADESBASIC COST per 1 rm cum 0.0375Centering charges 1 rm sqm 0.60Add contractor's profit @14%Total

27 BLD-CSTN-2-18Unit = t(a) Material

t 1.05

Binding wire kg 6.00

Blacksmith / Bar bender day 2.00Mazdoor (Unskilled) day 6.40Add MA@25%Sundries on MaterialAdd contractor's profit @14%Rate per t = a+b

28 BLD-CSTN-3-1

Unit = 1cumA. MATERIALS:Cement kg 36.00Bricks traditional size 23 x 11 x 7 cms 2nd class Nos 512.00

Fine aggregate (Sand) cum 0.20Seigniorage charges for F.A cum 0.20B. LABOUR:

day 0.24

day 0.56

Mazdoor (unskilled) day 1.89Add MA@25%Add contractor's profit @14%Total

29 BLD-CSTN-3-1

Unit = 1cumA. MATERIALS:Cement kg 48.00Bricks traditional size 23 x 11 x 7 cms 2nd class Nos 512.00

Fine aggregate (Sand) cum 0.20Seigniorage charges for F.A cum 0.20B. LABOUR:

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

HYSD bars including 5 per cent for overlaps and wastage

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

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

Mason 1st class

Mason 2nd class

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

day 0.24

day 0.56

Mazdoor (unskilled) day 1.89Add MA@25%C. SCAFOLDING

sqm 4.35


Unit = 1 cumLabour :—Carpenter day 17.700Man Mazdoor day 8.800Sundries including nails, screws etc., LS

Add MA@25%Cost per cum

30 BLD-CSTN-11-5

Single Shutter(Internal) 800 x 2000 mmTeak wood cum 0.083

cum 0.083

Add MA@25%Top Tower bolts 150mm long(Aluminium) Nos 1Bottom Tower bolts 150mm long(Aluminium) Nos 2Butt hings with screws 100mm long (Aluminium) Nos 4Door handle 125mm long(Aluminium) Nos 1Door stopper Nos 1Sundries for hold fasts etc.Add contractor's profit @14%Total for each doorRate per 1 sqm of door area

31 BLD-CSTN-11-21 Windows Panelled (Schedule Item No. 306)900 x 1200 mm(Double Shutter)Teak wood cum 0.056

cum 0.056

Add MA@25%Top Tower bolts 100mm long(Aluminium) Nos 2

Bottom Tower bolts 100mm long(Aluminium) Nos 2

Butt hings with screws 75mm long (Aluminium) Nos 6

Door handle 75mm long(Aluminium) Nos 216mm dia MS bars Kgs 14.50Deluxe window stay Aluminium Nos 3

Mason 1st class

Mason 2nd class

Access Scafolding charges per sqm (1cum/0.23m thick = 4.35sqm)

Labour charges for country wood wrought and put up in large scantling of over 3 metres in length (Schedule Item No 288)

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

Labour, wrought and putup in position frame&shutter

Labour, wrought and putup in position frame & shutters

Sundries for hold fasts etc.Add contractor's profit @14%Total for each windowRate per 1 sqm of door area

32 BLD-CSTN-7-6

Unit = 10 sqmA. MATERIALS:Ceramic tiles(Edge cut recified) sqm 10.10Cement for CM (1:8) for base coat kg. 21.60Cement for slurry kg. 33.00White cement kg. 2.00Sand for CM (1:8) cum 0.12Seigniorage charges of sand cum 0.12B. LABOUR

day 0.96

day 2.24

Mazdoor (unskiled) day 3.30Add MA@25%Add water charges 1% 1.00%Add contractor's profit @14%Rate for 10 SqmBasic Rate for 1 Sqm

33 BLD-CSTN-6-1

Unit = 10 sqmA. MATERIALS:Cement Mortor (1:3) cum 0.150B. LABOUR:

day 0.60

Mazdoor (unskilled) day 0.96Add MA@25%C. SCAFOLDINGAccess Scafolding charges sqm 10.00Add contractor's profit @14%Total per 10 sqmTotal per 1 sqm

34 BLD-CSTN-6-3

Unit = 10 sqmA. MATERIALS:Cement Mortor (1:5) cum 0.150

Flooring with Edge-cut rectified ceramic tiles 7.3mm thick Ist 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.

Mason 1st class

Mason 2nd class

Ornamental Plastering with CM (1:3), 12 mm thick including cost and conveyance of all materials and all labour charges etc.complete

Mason 1st class

Plastering with CM (1:5), 12 mm thick including cost and conveyance of all materials and all labour charges etc.complete

B. LABOUR:day 0.60

Mazdoor (unskilled) day 0.96Add MA@25%C. SCAFOLDINGAccess Scafolding charges sqm 10.00Add contractor's profit @14%Grand TotalTotal per 1 sqm

35 BLD-CSTN-6-3

Unit = 10 sqmA. MATERIALS:Cement Mortor (1:5) cum 0.21B. LABOUR:

day 0.940

Mazdoor (unskiled) day 1.60Add MA@25%C. SCAFOLDINGAccess Scafolding charges sqm 10.00Add contractor's profit @14%Grand TotalTotal per 1 sqm

36 BLD-CSTN-8-25

Unit = 10 sqmA. MATERIALS:Cement Mortar 1:3 cum 0.21Water proof compound Lit 2.00B. LABOUR

day 0.660

day 1.540

Mazdoor (unskiled) day 3.70Add MA@25%Add contractor's profit @14%Total per 10 sqmTotal per 1 sqm

37 BLD-CSTN-9-5

Unit: 10 sqmA. MATERIALS :Water based cement primer Gr-I cum / kg 1.20Paint grade white lime for wash cum / kg 0.80

Mason 1st class

Plastering with CM (1:5), 20 mm thick including cost and conveyance of all materials and all labour charges etc.complete

Mason 2nd class

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

Mason 1st class

Mason 2nd class

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

B. LABOURBrick Layers / Painter day 0.0632nd class painter day 0.147Mazdoor (unskilled) day 0.32Sundries including brushes, ladders, etc., 1.00%

Add MA@25%Add contractor's profit @14%Total cost for 10 sqm Total per 1 sqm

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

Unit: 10 sqmA. MATERIALS :Wood Primer L 0.700B. LABOURPainter--1st Class day 0.210Painter--2nd Class day 0.490Add MA@25%Sundries including brushes, soap, putty etc., 1.000%

Total cost for 10 sqm

39 BLD-CSTN-10-12

A. MATERIALS :L 1.200

B. LABOURPainter--1st Class day 0.360Painter--2nd Class day 0.840Add MA@25%Sundries including brushes, soap, putty etc.,

Total cost for 10 sqm

40

BLD-CSTN-10-6BLD-CSTN-10-12

Add contractor's profit @14%Total cost for 10 sqm

41 RBR-FNDN-2

Gravel fillingUnit = cuma) LabourMate day -Mazdoor (Unskilled) day 0.31

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

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

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

BLD-CSTN-10-6&12

Painting with Synthetic enamil paint Gr-I two coats over a primary coat of wood primer for new wood work including cost and conveyance of all materlas and all labour charges etc.complete

Filling with gravel for formation of berms to cc road including all labour charges ete complete

Add MA @ 25%b) Material Gravel cum 1.000Sienorage Charges cum 1.000c&d) Overheads & Contractors Profit@ 14%Rate per cum = a+b+c+d

DATA SHEET

Name of the Work : Repairs and additional accomodation of sub division,QC Sub division&lab at Eluru

Estimate Amount Rs. 30.00 Lakhs

Rate Rs.

6 7

320.00 0.00280.00 1019.20

254.80

220.00209.16

1703.16170.32

350.00 0.00280.00 86.80

21.70

995.53 1045.3040.00 42.00

167.411363.21

5.80 2784.001215.53 1276.30

40.00 42.00

280.00 56.0014.00

4172.30

Amount Rs.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of Note : Classifications of Earth Work Specification are as per 302.2.1(a) of MORD and

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9

5.80 1670.401215.53 1276.30

40.00 42.00

280.00 56.0014.00

3058.70

5.80 1392.001215.53 1276.30

40.00 42.00

280.00 56.0014.00

2780.30

5.80 1044.001215.53 1276.30

40.00 42.00

280.00 56.0014.00

2432.30

5.80 939.601673.42 1506.081227.11 552.20

50.00 45.0040.00 18.00

417.40 417.40

350.00 35.00

280.00 389.204.24

107.11561.94

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

4575.77

2036.84 1833.161095.53 492.99

50.00 45.0040.00 18.00

5.80 2320.00

350.00 46.55320.00 85.44280.00 1008.00

285.00

417.40 417.40

6551.54

6551.54 6551.54552.00 552.00

994.508098.04

6551.54 6551.54769.00 769.00

1024.888345.42

6551.54 6551.542158.00 2158.00

1219.349928.88

280.00 1325.24331.31

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

231.921888.47

280.00 1236.90309.23216.46

1762.59

250.00 740.25185.06

129.541054.85

2036.84 1833.161095.53 492.99

5.80 2320.00

350.00 35.00320.00 64.00280.00 966.00

266.25

417.40 417.40

104.00 124.806519.60

6519.60 13110.92 Central 0.30664061835.53

14946.45 Tappers 1.0671094

Pile portion 0.63781256519.60 8866.66 2.0115625

1241.3310107.99

6519.60 5130.93

718.335849.26

6519.60 2855.58

399.783255.36

2036.84 1833.161095.53 492.99

5.80 2320.0050.00 45.0040.00 18.00

350.00 58.45320.00 53.44280.00 1316.00

356.97

417.40 417.40

6911.41

6911.41 6911.411376.00 1376.00

1160.249447.65

6911.41 6911.411514.00 1514.00

1179.569604.97

2036.84 1833.161095.53 492.99

50.00 45.0040.00 18.00

5.80 2320.00

350.00 23.45320.00 42.56280.00 700.00

191.50

417.40 111.45

5778.11

5778.11 5778.112183.00 2183.00

1114.56

9075.67

5778.11 751.15247.00 247.00

139.741137.89

5778.11 216.68262.00 157.20

52.34426.22

46500.00 48825.00

70.00 420.00

370.00 740.00280.00 1792.00

633.000.00

7337.4059747.40

5.80 208.804237.39 2169.54

1215.53 243.1140.00 8.00

350.00 84.00

320.00 179.20

280.00 529.20198.10506.79

4126.74

5.80 278.404237.39 2169.54

1215.53 243.1140.00 8.00

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

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

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

350.00 84.00

320.00 179.20

280.00 529.20198.10

0.00 0.00

516.544206.09

350.00 6195.00280.00 2464.00

2164.7510823.75

127134.50 10552.1610823.75 898.37

224.5992.00 92.0092.00 184.00

106.00 424.00101.00 101.0050.00 50.00

178.051778.58

14482.759051.72

127134.50 7119.5310823.75 606.13

151.5376.00 152.00

76.00 152.00

89.00 534.00

60.00 120.0048.00 696.00

116.00 348.00

1801408.29

11467.4810618.03

538.00 5433.805.80 125.285.80 191.40

30.00 60.001347.11 161.65

40.00 4.80

350.00 336.00

320.00 716.80

280.00 924.00494.20

24.711186.179658.81

965.88

4172.30 625.850.00

350.00 210.00

280.00 268.80119.70

0.00 0.00171.41

1395.76139.58

3058.70 458.81

with CM (1:3), 12 mm thick including cost and conveyance of all

350.00 210.00

280.00 268.80119.70

0.00 0.00148.02

1205.33120.53

3058.70 642.33

350.00 329.00

280.00 448.00194.25

0.00 0.00225.90

1839.48183.95

4172.30 876.1892.00 184.00

350.00 231.00

320.00 492.80

280.00 1036.00439.95456.39

3716.32371.63

134.00 160.8020.60 16.48

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

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

1.55

400.00 25.20320.00 47.04280.00 89.60

1.14

40.7553.56

436.1243.61

135.00 94.50

400.00 84.00320.00 156.80

60.203.96

399.46

230.00 276.00

400.00 144.00320.00 268.80

103.207.92

799.92

399.46799.92167.91

1367.29

280.00 86.80

21.70

241.86 241.8622.00 22.00

52.13424.49

LEAD STATEMENT

Name of the Work : Repairs and additional accomodation of sub division,QC Sub division&lab at EluruEstimate Amount Rs. 30.00 Lakhs

Sl. No. Description of Material Unit

1 2 3 4 5 6 7

1 Coarse Sand for Concrete 1.00 Cum Vadapalli 73.00 710.53 385.00

2 Coarse Sand for filling 1.00 Cum Vadapalli 73.00 710.53 285.00

3 Coarse Sand for Mortor 1.00 Cum Vadapalli 73.00 710.53 505.00

3 Aggregates 10mm nominal size 1.00 Cum I.Pangidi 76.00 736.84 656.00



6 Gravel 1.00 Cum Janampeta 12.00 143.86 98.00

7 Bricks 1000 Nos. Local 6.00 129.39 3707.008 Steel 1.00 MT 46500.009 Cement 1.00 MT 5800.00

Name of the Quarry

Lead in KM

Conveyance

charges

Initial Cost

1.Certified that the above leads are correct to the best of my knowledge2.The above work spot lies within 12 Km from Muncipal Corporation Boundary

LEAD STATEMENT

Name of the Work : Repairs and additional accomodation of sub division,QC Sub division&lab at EluruEstimate Amount Rs. 30.00 Lakhs

8 9 12

0.00 0.00 0.00 1095.53

0.00 0.00 0.00 995.53

0.00 0.00 0.00 1215.53

70.00 164.00 0.00 1626.84

70.00 246.00 0.00 2036.84

70.00 147.00 0.00 1541.84

0.00 0.00 0.00 241.86

0.00 0.00 401.00 4237.390.00 0.00 0.00 46500.000.00 0.00 0.00 5800.00

Blasting charges

Machine crushing charges

Loading&Unloadingcharges

Total Amount

PROPOSED ESTIMATE

at Sir CRR Pharmaceutical College,Eluru W.G.Dist,A.P

Er. GOKALE

Proposed G.F construction of Block 4

GENERAL ABSRACT

Proposed G.F construction of Block 4 at Sir CRR Pharmaceutical College,Eluru W.G.Dist,A.P

(Rates are as per -----------------------------------------------------)

Total Estimated Cost : Rs -------------------------

S.No Description of Item Amount (Rs)

1 Civil works as per abstract estimate :

2 Provision for Electrification : 300000

3 Provision for water supply and sanitary : 200000

4 Provision for Over head tank,Staircase head room etc., : 200000

5 Provision for Strong room etc., : 500000

6 Provision for Earthfilling,outside paving erc., : 500000

7 Provision for railing,RCC Jollys, almarahs etc., : 100000

8 Provision for supervision charges : 200000

9 Provision for Unforeseen items : 200000

Total Estimated Cost Rs

(Rupees -----------------------------------)

Documents

Estimate of building