Chithoor Thaneerpandhampatty Waiting Shed 1.50lakhs

Estimate Amount : Rs. 1.50 Lakhs

FOUNDATION & BASEMENT :

SUPER STRUCTURE :

SAND FILLING :

Cremation platform inner portion will be filled with good river sand

ROOF BEAM :

ROOF SLAB :

PLASTERING :

Roof ceiling and Projections will be plastered in CM 1:3 mix to 10mm thick.

Inner & Outer exposed brick walls will plastered in CM 1:5 mix to 12mm thick.

Specification report to accompany the estimate for the work of Construction of waiting Shed at Thaneerpanthanpatty burial ground in E.Chithoor Panchayat.

It is proposed to Construction of waiting Shed at Thaneerpanthanpatty burial ground in E.Chithoor Panchayat. Under the scheme of THAI for the year 2014-15

Necessary administrative sanction has been obtained from District Collector, Dindigul in Roc. No.

The estimate has been prepared based on the type design communicated by the D.R.D.A Chennai, which consist of plinth area

Earth work for foundation of column has to taken to a depth of 1.00 and to a width of 0.90m x 0.9 m and cement concrete for foundation in 1:5:10 mix using 40mm ISS metal has to be laid to a depth of 0.10m.

The column footing of size 0.90 x 0.90 x 0.15m, Terpizoidel footing of size 0.75 x 0.3 m x 0.3 column of size 0.23m x 0.23m in RCC 1:2:4.

Cremation platform wall in brick work CM 1:5 using country bricks to a height 0.6m from

Roof load bearing beam will be laid in RCC 1:1.5:3 mix using 20mm ISSn HBG metal to a size of 0.23m x 0.30m.

Roof slab will be laid in RCC 1:1.5:3 mix using 20mm IS HBG metal to a size of 0.1m.

FLOORING :

WHITE WASHING AND COLOUR WASHING :

CC PAVEMENT :

LUMPSUM PROVISION :

FLOORING :

Flooring will be laid in CC 1:5:10 mix using 40mm ISS HBG metal to a thickness of 0.10m and the top will be finished with Granolithic Pattern Floor finish in CC 1:2:4 mix using 10 - 20mm ISS metal to 0.025 thick.

The inner ceiling eara will be white washed in two coats and outer surface area will be colour washed in two coats.

Cement concrete pavement of length 13m and with 3m will be laid from the cremation yard to approach road.

Necessary provisions have been made for chimny arrangements, Name Board & Photo Graphic charges.

This estimate is prepared based on the current schedule of rates for the year 2013-14. The work on sanction will be carried out as per standard specifications and time to time instructions given by higher suthorities.

ABSTRACT ESTIMATE

Name of Union :Vedasandur Scheme THAI-2014-15

Estimate Amount : Rs.1.50 lakhs

Sl. No Quantity Description of work Rate Per Amount

1 5.07 83.70 Cum 424

2 1.30 13.00 Cum 17

3 3.44 2332.41 Cum 8023

4 1.05 3343.23 Cum 3510

Name of work : Construction of waiting Shed at Thaneerpanthanpatty burial ground in E.Chithoor Panchayat.

Earthwork excavation for foundation in all clauses of soils and subsoils to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring, struting and bailing out water wherever necessary and refilling the sides of foundation.

Supplying and filling in foundation and basement with filling sand in layers of not more than 15cm thick well rammed, watered and compacted including cost & conveyance of sand and all labour charges etc., complete as per std. specifications.

Cement Concrete 1:4:8 mix using 40mm ISS HBG metal for foundation including watering whenever necessary and laid in layers not more than 15 cm thick compacting etc., complete complying with std. specifications and as directed.



5 4.86 3367.13 Cum 16364

6 59.90 398.00 sqm 23842

7 0.750 #N/A MT #N/A

8 6.48 4452.96 Cum 28855

9 43.04 108.75 Sqm 4681

Brickwork in C.M. 1:5 mix using country bricks ground moulded of size 23x11x7 cu.cm including cost and conveyance of all materials and all labor charges etc.,

Supplying and erecting centering for sides and soffits including support and strutting up to 3.29m high for plane surface such as using mild steel sheets of size 90 x 40 cm and BG 10 stiffened with welded mild steel angle of size 25x25x3mm for boarding laid over silver oak (country wood) joists of size 10x6.50cm spaced at about 90 centre to centre and supported by casaurina props of 10 - 13cm dia spaced at 75cm c/c etc. complete.

Supplying, fabricating and placing of mild steel or ribbed for steel rods and all RCC works as per the design given including cost steel and binding wire in all floors etc., & convayence of steel as per std. specification and directed.

RCC 1:1.5:3 mix using 20 mm ISS HBG metal including cost & conveyance of all materials to site and all labour charges etc., complete.

Plastering with cement morter 1:3 mix to 10mm thick including cost and convayense of all materials and labour charges etc..,


10 34.38 96.78 Sqm 3327

11 12.96 549.86 Sqm 7126

12 12.96 79.02 Sqm 1024

13 16.48 12.74 Sqm 210

14 66.63 124.00 Sqm 8262

15 L.S Provision for Name Board L.S 500

16 L.S Provision for photographic charges L.S 200

17 L.S L.S 737

Total #N/A

Plastering with C.M. 1:5 mix using 12mm thick including curing, cost and conveyance of all materials and all labor charges etc., complete

Finishing the top of roof with one course of machine pressed tiles of size 20cmx20cmx20mm of approved quality laid in cement mortar 1:3 mix to 12mm thick mixed with water proofing compound confirming to ISS by 2% weightof cement used and the joint pointed neatly to full depth of tiles with same mortar as per std., specifications etc., complete.

Providing Granolithic pattern floor finish with C.C. 1:2:4 mix using 10 to 12mm ISS metal including cost & convayance of all materials to site and all labour charges etc., complete

White washing two coats with shell lime including cost & convayance of all materials to site and all labour charges etc., complete

Plastic emulsion painting two coats with approved colour including cost & convayance of all materials to site and all labour charges etc., complete

Contingencies and unforeseen items etc.,

DETAILED ESTIMATE

Name of Union : Vedasandur Scheme : THAI-2014-15


Description of the Work Nos.Measurement in Metres

L B D

1 RCC column Foundation 1 x 4 0.90 0.90 1.00 3.24Main wall alround 1 x 1 15.32 0.30 0.30 1.38D/F COLUMN -1 x 4 0.90 0.30 0.30 0.32Steps 1 x 1 1.30 0.50 0.20 0.13

Total Quantity 5.07

2

Basement inner 1 x 1 3.60 3.60 0.10 1.30

Total Quantity 1.30

3

Main wall alround 1 x 1 15.32 0.30 0.10 0.46

For Pillars 1 x 4 0.90 0.90 0.10 0.32

D/F COLUMN 1 x 4 0.90 0.30 0.10 0.11

Steps 1 x 1 1.30 0.50 0.10 0.07

Floor 1 x 1 3.60 3.60 0.10 1.30

CC Pavement 1 x 1 7.00 2.00 0.10 1.40

Total Quantity 3.44

4

CC Pavement 1 x 1 7.00 2.00 0.075 1.05

Total Quantity 1.05

5

Main wall alround 1 x 1 15.32 0.23 0.60 2.11D/F COLUMN -1 x 4 0.23 0.23 0.60 0.13Steps 1 x 1 1.30 0.50 0.20 0.13


Sl. No

Quantity






5

Steps 1 x 1 1.30 0.30 0.20 0.08Walls allround 1 x 1 14.40 0.23 0.60 1.99Gable 1 x 2 1/2(4.06) 0.23 0.45 0.42

Total Quantity 4.86

6

Pillars 1 x 4 0.92 3.30 12.14Grade beam 1 x 2 15.32 0.30 9.19D/F COLUMN -2 x 4 0.23 0.30 0.55Roof Beam 1 x 2 14.40 0.30 8.64Beam bottom 1 x 1 14.40 0.23 3.31Roof bottom 1 x 1 3.60 3.60 12.96Roof sides 1 x 1 19.20 0.10 1.92Sunshade 1 x 4 4.66 0.60 11.18Total Quantity 59.90

7

0.75

8

Pillars 1 x 4 0.23 0.23 3.30 0.70Footing 1 x 4 0.90 0.90 0.15 0.49

trapezoidal Portion 1 x 4 0.30 0.54

Grade Beam 1 x 1 14.40 0.23 0.30 0.99Beam 1 x 1 14.40 0.23 0.30 0.99Roof Slab 1 x 1 4.06 4.06 0.10 1.65Sunshade 1 x 4 4.66 0.60 0.10 1.12Total Quantity 6.48

9Roof bottom 1 x 1 4.06 4.06 16.48Beam 1 x 1 14.40 0.83 11.95Pillar alround 1 x 4 0.92 2.60 9.57Sunshade 1 x 1 16.80 0.30 5.04Total Quantity 43.04

10

Basement outer allround 1 x 1 15.32 0.60 9.19walls allround outer 1 x 1 15.60 0.60 9.36walls allround outer 1 x 1 13.20 0.60 7.92D/F Open 1 x 2 1.20 0.60 1.44Top 1 x 1 14.40 0.23 3.31




(0.902+0.302)/2

Finishing the exposed surface of RCC items of work such as slabs, beams, sunshed faica, canopy slab, staircase waist and landing slab, etc., with cement morter 1:3 mix to 10mm thick including cost and convayense of all materials and labour charges etc..,


Steps 1 x 1 1.30 0.90 1.17Steps 1 x 1 0.80 0.20 0.16Gable 1 x 2 1/2 (4.06) 0.45 1.83Total Quantity 34.38

11

Roof Top 1 x 1 3.60 3.60 12.96Total Quantity 12.96

12

Floor 1 x 1 3.60 3.60 12.96

13

Roof bottom 1 x 1 4.06 4.06 16.48Total Quantity 16.48

14

Basement outer allround 1 x 1 15.32 0.60 9.19walls allround outer 1 x 1 15.60 0.60 9.36walls allround outer 1 x 1 13.20 0.60 7.92D/F Open 1 x 2 1.20 0.60 1.44Top 1 x 1 14.40 0.23 3.31Beam 1 x 1 14.40 0.83 11.95Pillar alround 1 x 4 0.92 2.60 9.57Sunshade 1 x 1 16.80 0.60 10.08Steps 1 x 1 1.20 0.45 0.54Steps 1 x 3 1.20 0.40 1.44Gable 1 x 2 1/2 (4.06) 0.45 1.83Total Quantity 66.63

15 Provision for Name Board LS

16 Provision for Photographic charges LS

17 Contingencies and unforeseen items etc., LS





COMPARATIVE STATEMENT



Qty Description of WorkAs per Estimate Thiru S.Sakthivel

Rate Amount Rate Amount Rate Amount

1 5.07 83.70 424.36 83.70 424.36 85.00 430.95

2 1.30 13.00 16.90 13.00 16.90 15.00 19.50

3 3.44 2332.41 8023.49 2332.00 8022.08 2335.00 8032.40

S.No

Thiru V.Murugesan




4 1.05 3343.23 3510.39 3343.00 3510.15 3345.00 3512.25

5 4.86 3367.13 16364.25 3367.00 16363.62 3369.00 16373.34

6 59.90 398.00 23841.79 398.00 23841.79 398.00 23841.79

7 0.75 #N/A #N/A 57190.00 42892.50 57200.00 42900.00





10 6.48 4452.96 28855.18 4452.00 28848.96 4455.00 28868.40

11 43.04 108.75 4680.60 108.00 4648.32 110.00 4734.40

12 34.38 96.78 3327.30 96.00 3300.48 97.00 3334.86

13 12.96 549.86 7126.19 549.00 7115.04 550.00 7128.00

14 12.96 79.02 1024.10 79.00 1023.84 80.00 1036.80






15 16.48 12.74 209.96 12.00 197.76 15.00 247.20

15 66.63 124.00 8262.09 124.00 8262.12 125.00 8328.75

#N/A ### ###

Thiru S.Sakthivel: #N/A - ###

x 100 #N/A#N/A

Thiru V.Murugesan: #N/A - ###

x 100 #N/A#N/A



The lowest rate quanted by the contractor Thiru. S.Sakthivel was 0.07 % less than the estimate rate. So this rate is may be approved

STATEMENT OF PARTICULARS TO ACCOMPANY T.R.TENDERS

1 Name Of the Panchayat Union : Vedasandur

2 Whether Panchayat Union : Vedasandur

3 Name of the Work :

4 Amount Sanctioned estimate with : Rs #N/A

5 DR or SDR No & Date of Sanction :

6 :

7 : 2013-14

8 :

9 :

1. First call :

2. Second call :

3. Third call :

10 Name of the Tenders :

1 : Thiru S.Sakthivel @Rs140205.801/ #N/A % less

2 : Thiru V.Murugesan @Rs140459.892/ #N/A % Exess

11 : Thiru S.Sakthivel @Rs140205.801/ #N/A % less

12 : Yes

13 : Yes

14 :PU Challan No.

Rs. #N/A

15 :

16 : THAI-2014-15

17 :

18 :

19 Commissioner`s remarks :

Construction of waiting Shed at Thaneerpanthanpatty burial ground in E.Chithoor Panchayat.

Nature of Works whether road work or building workRates adopted in the sanction i.e. scheduled of rates or the Year of Sanction

Value of Contracted as per the Sanctioned estimate

Date with no. of Tender calls and the results

Name of lowest tenders recommended with of Tender

Whether the tender is a registered contractor note with his money limitHis subsisting Value of Contract including this work new recommended

Whether the required EMD has been remitted in case of at 5% of S.B.

Whether the current LTYCA STVC have been produced

Whether funds are avilable to execute the workWhether extra cot if any involved way of premium tender is Prposed to be met withReasons for delay in entrustment of work if any

20 Asst. Engineer`s remarks :

TENDER REGISTERName of work : Construction of waiting Shed at Thaneerpanthanpatty burial ground in E.Chithoor Panchayat.


Whether tender notice has been approved by competent authority : Yes

Total No.of Tender Received ; 2 (Two Only) Date of Tender :

S.No Name of Tender

1 Thiru S.Sakthivel Yes Yes #N/A % lessPU Challan No.

Rs. #N/A

2 Thiru V.Murugesan Yes Yes #N/APU Challan No.

Rs. #N/A

BLOCK DEVELOPMENT OFFICER ASSISTANT ENGINEERPANCHAYAT UNION PANCHAYAT UNION

VEDASANDUR. VEDASANDUR.

Whether regitered

contractor or not if

registered the serial No.of in the Register or contractor

Whether the Certificate or Verificationor

clearance of income tax assesments has been obtained from the contractor for

the year concerned

Tender percentage

Amount of Deposit

Recommendations of the

Commissions and Engineer If

there is one

Order of the authority

component to accept the

tender

% Exess

The lowest rate quanted by the contractor Thiru. S.Sakthivel was 0.07 % less than the estimate rate. So this rate is may be approved

TENDER SCHEDULE



Qty Description of WorkRate

In Figure In Words

1 5.07

2 1.30

3 3.44

S.No




4 1.05

5 4.86

6 59.90

7 0.75





8 6.48

9 43.04

10 34.38

11 12.96

12 12.96






13 16.48

14 66.63



VEDASANDUR BLOCKCOMPLETION REPORT

Name of work : Construction of waiting Shed at Thaneerpanthanpatty burial ground in E.Chithoor Panchayat


S No. Particulars

As per Original Estimate As per Bills Differnce

Quantity Rate Amount Quantity Rate Amount Increse Decrese

1 5.07 83.70 424 6.22 83.70 520.61 -96.61

2 1.30 13.00 17 7.78 13.00 101.14 -84.14



3 3.44 2332.41 8023 3.44 2332.00 8022.08 0.92

4 4.86 3367.13 16364 2.56 3343.00 8558.08 7805.92

5 59.90 398.00 23842 48.19 3367.00 ### ###




6 0.75 #N/A #N/A 0.86322 398.00 343.56 #N/A

7 6.48 4452.96 28855 6.37 ### ### ###

8 43.04 108.75 4681 55.78 4452.00 ### ###

9 34.38 96.78 3327 25.06 108.00 2706.48 620.52





10 12.96 549.86 7126 18.84 96.00 1808.64 5317.36

11 12.96 79.02 1024 22.08 549.00 ### ###

12 16.48 12.74 210 16.48 79.00 1301.92 -1091.92

13 66.63 124.00 8262 35.58 12.00 426.96 7835.04





14 Provision for Name Board L.S L.S 500 500.00

15 Provision for photographic charges L.S L.S 200 200.00

16 L.S L.S 737 737.00

Total #N/A ### ### #N/A

Difference = #N/A Difference = #N/A

Contingencies and unforeseen items etc.,

M.F. Form No.83 CC I and Final

P.U. Form No.55 THAI-2014-2015 Voucher No………….

CONTRACT CERTIFICATEEstimate Amount : Rs.1.50 lakhs

How executed AuthorityName of Contractor:

Last Certificate granted for this if any Voucher No Month

ITEMS

Rate

Per

Amount

Remark

Rs P Up to date

Rs Rs

6.22 6.22 83.70 520.61 520.614

7.78 7.78 13.00 101.14 101.14

3.44 3.44 2332.00 8022.08 8022.08


Quantity Executed or Supplied

Up to date

Since last Certificate

Since last Certificate




2.56 2.56 3343.00 8558.08 8558.08

48.19 48.19 3367.00 ### 162255.73

0.86 0.86 398.00 343.56 343.56156

6.37 6.37 ### ### 364300.3

55.78 55.78 4452.00 ### 248332.56

25.06 25.06 108.00 2706.48 2706.48







18.84 18.84 96.00 1808.64 1808.64

22.08 22.08 549.00 12121.92 12121.92

16.48 16.48 79.00 1301.92 1301.92

35.58 35.58 12.00 426.96 426.96

Provision for Name Board 500.00 500

### ###





COST OF MATERIALS ,LABOUR &WORK 2013-2014MATERIALS

cement 4560.00 23790.00 ISS METAL

Mangalore tiles/1000 8295.00Mangalore ceiling tiles 5000.00

steel 45600.00 8710.00 40mm 742.00

bitumen 45100.00 339.00 25mm 638.00

Emulsion 40500.00 Blasted soling stone 138.60 20mm 1034.00Brick 3985.00 un blasted stone 84.70 12mm 958.00

550.00 29.00 10mm 705.00 832

495.00 21.10

rough stone 332.00 country wood planks 33030.00 6mm 478.00bond stone 455.00 C.W.scantling (upto 4m) 28790.00 IRC METAL

288.00 U S Gravel 130.00

KM stone 328.00 Well Gravel 107.80 63mm 423.00165.00 sand for mortor 110.00 514.00

slacked lime 869.00

sand for filling

110.00

shell lime 1180.00 342.00

22.40mm 965.00stone lime 77.00 330.00 13.2mm 894.00

8295.00 304.00 11.2mm 608.00

Binding wire 48.00

LABOUR

Mason 1 363 Road mazdoor 1 228 Fitter 1 322.00

326Road mazdoor 2

206Fitter 2

300.00

Mazdoor 1 228 Head mazdoor 236 Painter 1 293.00

Mazdoor 2 206 Carpenter 1 355 Painter 2 271.00

Wodder236

Carpenter 2326 316.00

Mason II class 326 Stone Cutter 1 280

Stone Cutter 2 258WORK

jungle clearence earth work

Refilling sand 13.00 JC scrub 2.15 For street 41.85Refilling soil 14.70 JC light 2.35 Drain 62.78

5.16 JC heavy 3.10 for foundation 83.70

including rolling 10.56 Juliflora with uprooting 3.45 Road 44.60tack coat over BT 5.12 Juliflora without uprooting 2.65 Silt 35.00over WBM 12.74 1 st lead 5.25

Hire &labour Stacking 1 st lift 4.20

PC& SC 457.11 metal 3.15 Benching 1.75Gravel 3.05 398.00

WBM 259.24 sand 3.05 Ghat 509.45

Mangalore ridge tiles/1000

Pressed tiles(20x20x2cm) /1000pan tiles(23x8x 1.7cm)/1000

Brick jelly (20mm)

C.W.reeper(50x25mm)/RM

10-12MM metal ISS

Brick jelly (40mm)

C.W.reeper(50x12mm)/RM

rough stone (revetment)

90mm&75mm

293 328.00

Hectameter stone (0.9x0.15x0.15)

53mm

45mm& 46.5mm 37.50mm

689

689 703Cuddappah slab 50mm

Tk26.5mm& 25mm

665 665

Cuddappah slab 38/40 Tk

Mangalore tiles AA

Cuddappah slab 20/30 Tk

6.7mm, 6mm, 5.60mm 4.75m

451 451

451 400

Mason 2 except BW

Fitter 1 ( For pipe laying & Barbending)

laying of well gravel

Centering Charges

WBM Patch work 77.86 mixing charges 43.35

BT patch 167.5 Grinding lime mortor ordinary 105.9Picking 5.59

ESTIMATE -CONVEYANCE 2013-2014

Distence KM

0 0.00 0.00 0.00 0.00 0.00 0.00

1 5.40 7.80 6.60 8.80 11.00 4.90

2 10.80 15.60 13.20 17.60 22.00 9.80

3 16.20 23.40 19.80 26.40 33.00 14.70

4 21.60 31.20 26.40 35.20 44.00 19.60

5 27.00 39.00 33.00 44.00 55.00 24.50

6 32.40 46.80 39.60 52.80 66.00 29.40

7 37.80 54.60 46.20 61.60 77.00 34.30

8 43.20 62.40 52.80 70.40 88.00 39.20

9 48.60 70.20 59.40 79.20 99.00 44.10

10 54.00 78.00 66.00 88.00 110.00 49.00

11 58.65 84.70 71.65 95.60 119.25 53.20

12 63.30 91.40 77.30 103.20 128.50 57.40

13 67.95 98.10 82.95 110.80 137.75 61.60

14 72.60 104.80 88.60 118.40 147.00 65.80

15 77.25 111.50 94.25 126.00 156.25 70.00

16 81.90 118.20 99.90 133.60 165.50 74.20

17 86.55 124.90 105.55 141.20 174.75 78.40

18 91.20 131.60 111.20 148.80 184.00 82.60

19 95.85 138.30 116.85 156.40 193.25 86.80

20 100.50 145.00 122.50 164.00 202.50 91.00

21 104.60 150.90 127.50 170.70 210.85 94.70

22 108.70 156.80 132.50 177.40 219.20 98.40

23 112.80 162.70 137.50 184.10 227.55 102.10

24 116.90 168.60 142.50 190.80 235.90 105.80

25 121.00 174.50 147.50 197.50 244.25 109.50

26 125.10 180.40 152.50 204.20 252.60 113.20

27 129.20 186.30 157.50 210.90 260.95 116.90

28 133.30 192.20 162.50 217.60 269.30 120.60

Lime stone ,brick Jelly, wood

work for 1m3

Rough stone ,broke

n stone ,sand ,

Gravel Suruki

Third Class Country

bricks (1000 no)

Mangalore tiles(1000

No)Machine preesed tiles

(2000 no) Hyd.preesed tiles(500 no)

Bricks I,II class, standard size bricks,Metric

bricks ,chamber burnt bricks, flooring squre bricks (1000)

cement, & steel items

29 137.40 198.10 167.50 224.30 277.65 124.30

30 141.50 204.00 172.50 231.00 286.00 128.00

31 145.60 209.90 177.50 237.70 294.35 131.70

32 149.70 215.80 182.50 244.40 302.70 135.40

33 153.80 221.70 187.50 251.10 311.05 139.10

34 157.90 227.60 192.50 257.80 319.40 142.80

35 162.00 233.50 197.50 264.50 327.75 146.50

36 166.10 239.40 202.50 271.20 336.10 150.20

37 170.20 245.30 207.50 277.90 344.45 153.90

38 174.30 251.20 212.50 284.60 352.80 157.60

39 178.40 257.10 217.50 291.30 361.15 161.30

40 182.50 263.00 222.50 298.00 369.50 165.00

41 185.95 267.95 226.70 303.60 376.50 168.10

42 189.40 272.90 230.90 309.20 383.50 171.20

43 192.85 277.85 235.10 314.80 390.50 174.30

44 196.30 282.80 239.30 320.40 397.50 177.40

45 199.75 287.75 243.50 326.00 404.50 180.50

46 203.20 292.70 247.70 331.60 411.50 183.60

47 206.65 297.65 251.90 337.20 418.50 186.70

48 210.10 302.60 256.10 342.80 425.50 189.80

49 213.55 307.55 260.30 348.40 432.50 192.90

50 217.00 312.50 264.50 354.00 439.50 196.00

51 220.45 317.45 268.70 359.60 446.50 199.10

52 223.90 322.40 272.90 365.20 453.50 202.20

53 227.35 327.35 277.10 370.80 460.50 205.30

54 230.80 332.30 281.30 376.40 467.50 208.40

55 234.25 337.25 285.50 382.00 474.50 211.50

56 237.70 342.20 289.70 387.60 481.50 214.60

57 241.15 347.15 293.90 393.20 488.50 217.70

58 244.60 352.10 298.10 398.80 495.50 220.80

59 248.05 357.05 302.30 404.40 502.50 223.90

60 251.50 362.00 306.50 410.00 509.50 227.00

61 254.95 366.95 310.70 415.60 516.50 230.10

62 258.40 371.90 314.90 421.20 523.50 233.20

63 261.85 376.85 319.10 426.80 530.50 236.30

64 265.30 381.80 323.30 432.40 537.50 239.40

65 268.75 386.75 327.50 438.00 544.50 242.50

66 272.20 391.70 331.70 443.60 551.50 245.60

67 275.65 396.65 335.90 449.20 558.50 248.70

68 279.10 401.60 340.10 454.80 565.50 251.80

69 282.55 406.55 344.30 460.40 572.50 254.90

70 286.00 411.50 348.50 466.00 579.50 258.00

71 289.45 416.45 352.70 471.60 586.50 261.10

72 292.90 421.40 356.90 477.20 593.50 264.20

73 296.35 426.35 361.10 482.80 600.50 267.30

74 299.80 431.30 365.30 488.40 607.50 270.40

75 303.25 436.25 369.50 494.00 614.50 273.50

76 306.70 441.20 373.70 499.60 621.50 276.60

77 310.15 446.15 377.90 505.20 628.50 279.70

78 313.60 451.10 382.10 510.80 635.50 282.80

79 317.05 456.05 386.30 516.40 642.50 285.90

80 320.50 461.00 390.50 522.00 649.50 289.00

81 323.60 465.50 394.25 527.05 655.80 291.85

82 326.70 470.00 398.00 532.10 662.10 294.70

83 329.80 474.50 401.75 537.15 668.40 297.55

84 332.90 479.00 405.50 542.20 674.70 300.40

85 336.00 483.50 409.25 547.25 681.00 303.25

86 339.10 488.00 413.00 552.30 687.30 306.10

87 342.20 492.50 416.75 557.35 693.60 308.95

88 345.30 497.00 420.50 562.40 699.90 311.80

89 348.40 501.50 424.25 567.45 706.20 314.65

90 351.50 506.00 428.00 572.50 712.50 317.50

91 354.60 510.50 431.75 577.55 718.80 320.35

92 357.70 515.00 435.50 582.60 725.10 323.20

93 360.80 519.50 439.25 587.65 731.40 326.05

94 363.90 524.00 443.00 592.70 737.70 328.90

95 367.00 528.50 446.75 597.75 744.00 331.75

96 370.10 533.00 450.50 602.80 750.30 334.60

97 373.20 537.50 454.25 607.85 756.60 337.45

98 376.30 542.00 458.00 612.90 762.90 340.30

99 379.40 546.50 461.75 617.95 769.20 343.15

100 382.50 551.00 465.50 623.00 775.50 346.00101 385.60 555.50 469.25 628.05 781.80 348.85102 388.70 560.00 473.00 633.10 788.10 351.70103 391.80 564.50 476.75 638.15 794.40 354.55104 394.90 569.00 480.50 643.20 800.70 357.40105 398.00 573.50 484.25 648.25 807.00 360.25106 401.10 578.00 488.00 653.30 813.30 363.10107 404.20 582.50 491.75 658.35 819.60 365.95

108 407.30 587.00 495.50 663.40 825.90 368.80109 410.40 591.50 499.25 668.45 832.20 371.65110 413.50 596.00 503.00 673.50 838.50 374.50111 416.60 600.50 506.75 678.55 844.80 377.35112 419.70 605.00 510.50 683.60 851.10 380.20113 422.80 609.50 514.25 688.65 857.40 383.05114 425.90 614.00 518.00 693.70 863.70 385.90115 429.00 618.50 521.75 698.75 870.00 388.75116 432.10 623.00 525.50 703.80 876.30 391.60117 435.20 627.50 529.25 708.85 882.60 394.45118 438.30 632.00 533.00 713.90 888.90 397.30119 441.40 636.50 536.75 718.95 895.20 400.15120 444.50 641.00 540.50 724.00 901.50 403.00

ABSTRACT- DATA -2013-14SL.NO. DESCRIPTION PER RATE

1 CC 1:5:10 CU. M. 2182.81

2 CC 1:4:8 CU. M. 2332.41

3 CC 1:2:4 CU. M. 3343.23

4 CC 1:3:6 WITH 40 MM METAL CU. M. 2581.75

5 CC 1:3:6 WITH 20 MM METAL CU. M. 2844.55

6 RR MASONRY WITH IN CM 1:5 MIX CU. M. 2206.36

7 RR MASONRY WITH IN CM 1:4 MIX CU. M. 2319.4

8 CU. M. 3337.58

9 CU. M. 3367.13

10 CU. M. 3911.01

11 CU. M. 3955.66

12 CU. M. 4408.31

13 CU. M. 4452.96

14 SUPPLY AND FABRICATION OF STEEL MT. #N/A

15 CENTRING FOR ROOF SLAB,LINTEL,BEAMS SQ. M. 398.00

16 CENTRING FOR SUNSHADE SQ. M. 437.80

17 CENTRING FOR COLOUMN , PILLARS SQ. M. 338.94

18 SQ. M. 199.00

19 SQ. M. 288.25

20 SQ. M. 288.25

BW IN CM 1:5 MIX ABOVE FOOTING UPTO PLINTH LEVEL(ie., FLOOR LVL.)

BW IN CM 1:5 MIX ABOVE PLINTH LEVEL UPTO 4.5 M HT.

R.C.C. 1:2:4 MIX , 20 MM JELLY FROM FOUNDATION BASE UPTO PLINTH LEVEL

R.C.C. 1:2:4 MIX , 20 MM JELLY FROM FOUNDATION ABOVE PLINTH LEVEL UPTO 4.5 M HT.

R.C.C. 1:1.5:3 MIX , 20 MM JELLY FROM FOUNDATION BASE UPTO PLINTH LEVELR.C.C. 1:1.5:3 MIX , 20 MM JELLY FROM FOUNDATION ABOVE PLINTH LEVEL UPTO 4.5 M HT.

CENTRING BELOW GL( INCL. PLINTH BEAMS SIDES)

TWO LEGGED SCAFFOLDING - FROM GL. UP-TO 3.00 M. HT.

TWO LEGGED SCAFFOLDING- FOR EVERY 2.5 M. HT.

21 Plastering 1:3,10mm TK SQ. M. 108.75



24 Plastering 1:4, 20 MM THK SQ. M. 200.31

25 Plastering 1:3, 20mm THK SQ. M. 212.5

26 Plastering 1:3,12 mm TK SQ. M. 109.200

27 POINTING 1:3 FOR PRES. TIL SQ. M. 115.84

28 POINTING 1:3 (R.R. Masonry work) SQ. M. 108.85

29 Granolithic Flooring SQ. M. 79.02

30 CERAMIC FLOOR FINISH 200 x 200 x 6 MM SQ. M. 746.44

31 SQ. M. 783.84

32 CU. M. 1960.32

33 SQ. M. 549.86

34 SQ. M. 332.11

35 Roofing with Mangalore tiles SQ. M. 226.58

36 Tiled roofing with Mangalore tiles over ceiling ti SQ. M. 390.54

37 Removing & readjusting old mangalore tiles SQ. M. 95.31

38 WHITE WASH SQ. M. 12.74

39 COLOUR WASHING SQ. M. 19.12

40 Snowcem SQ. M. 59.75

41 Distember SQ. M. 53.1

42 Enamel PAINTING SQ. M. 86.1

DADOOING WALL TILES (COLOR GLAZED) 15O x 150 x 6 MM

BRICK JELLY LIME CONCRETE(weathering course)

PRESSED TILES WITH NEW PRESSED TILES

PRESSED TILES WITH OLD PRESSED TILES LAYING LABOUR CHARGE ONLY

43 Distemper with primer for old surface -1 Sq.m. SQ. M. 87.3

44 SQ. M. 85.6

45 SQ. M. 124.00

46 PAINTING Black Board SQ. M. 63.00

47 KG. 76.50

48 US GRAVEL FILLING FOR BUILDING CU. M. 150.80

49 WELL GRAVEL FILLING FOR BUILDING CU. M. 128.6

50 Direct Filling with US Gravel CU. M. 142.96

51 Direct Filling with Well Gravel CU. M. 120.76

Distemper with primer for New surface -1 Sq.m.

EXTERIOR Plastic Emulsion with one coat primer

Supply and fixing of hollow MS pipes & painting two coats etc.,

LEAD &COST OF MATERIALS-2013-14DESCRIPTION LEAD (km) Conveyance cost of materials total

Cement 12 57.40 4560.00 4617.40

Steel/MT 12 57.40 45600.00 45657.40

Sand for mortor 20 145.00 110.00 255.00

Sand for filling 20 145.00 110.00 255.00

7 54.60 288.00 342.60

Rough stone 7 54.60 332.00 386.60

Bond stone 7 54.60 455.00 509.60

Country bricks 10 66.00 3985.00 4051.00

40 mm metal ISS 7 54.60 742.00 796.60

25mm metal ISS 7 54.60 638.00 692.60

12mm metel ISS 7 54.60 958.00 1012.60

10mm metal ISS 7 54.60 705.00 759.60

10-12mm metal ISS 7 54.60 831.50 886.10

20mm metal ISS 7 54.60 1034.00 1088.60

6mm metal ISS 7 54.60 478.00 532.60

90mm metal IRC 7 54.60 243.00 297.60

63mm metal IRC 7 54.60 350.00 404.60

53mm metal IRC 7 54.60 514.00 568.60

45mm metal IRC 7 54.60 571.00 625.60

22.40mm metal IRC 7 54.60 800.00 854.60

13.2mm metal IRC 7 54.60 894.00 948.60

11.2mm metal IRC 7 54.60 608.00 662.60

6.7mm metal IRC 7 54.60 374.00 428.60

lime stone 0 0.00 77.00 77.00

Shell lime 0 0.00 1180.00 1180.00

Brick Jelly 20mm 10 54.00 550.00 604.00

Brick Jelly 40mm 10 54.00 495.00 549.00

Slaked lime 0 0.00 869.00 869.00

Pressed tiles 0 0.00 8710.00 8710.00

Binding wire/MT #N/A 48.00 #N/A

10MM Jelly #N/A 705.00 #N/A

7 54.60 0.00 54.60

bricks class I,II #N/A #N/A

wood #N/A #N/A

U S gravel 1 7.80 130.00 137.80

well gravel 1 7.80 107.80 115.60

suruki #N/A #N/A

Mangalore tiles 0 0.00 8295.00 8295.00

Mangalore ridge tiles 0 0.00 23790.00 23790.00Ceiling tiles 0 0.00 5000.00 5000.00

Rough stone(reverment)

Rough stone(reverment)

DATA - 2013-14CEMENT MORTOR

CEMENT MORTOR 1:2 CEMENT MORTOR 1:3 CEMENT MORTOR 1:4720 cement 4617.4 3324.53 480 cement 4617.4 2216.35 360 cement 4617.4 1662.26

1 sand 255 255.00 1 sand 255 255.00 1 sand 255 255.00total 3579.53 total 2471.35 total 1917.26

43.35 mixing 43.35 mixing 43.35

3622.88 2514.70 1960.61

CEMENT MORTOR 1:5 CEMENT MORTOR 1:6 CEMENT MORTOR 1:2.5288 cement 4617.4 1329.81 240 cement 4617.4 1108.18 576 cement 4617.4 2659.62

1 sand 255 255.00 1 sand 255 255.00 1 sand 255 255.00total 1584.81 total 1363.18 total 2914.62mixing 43.35 mixing 43.35 mixing 43.35

1628.16 1406.53 2957.97

CEMENT MORTOR 1:1.5 Lime mortar 1:2 Filling with sand960 cement 4617.4 4432.70 0.5 lime 869 434.50 1 sand 255 255.00

1 sand 255 255.00 1 sand 255 255.00 1 filling charge 13 13.001 Grinding 105.9 105.90

total 4687.70 total 795.40 total 268.00

including mixing for masonary works





CC 1:5:10 RCC 1:2:4 R R9 40mm metal 796.6 7169.40 9 20mm 1088.6 9797.40 10 Rough stone 386.6 3866.00

4.5 cm 1:5 1584.81 7131.65 4.5 sand mortor 255 1147.50 1 Bond stone 509.6 509.601.8 mason II 326 586.80 3231 cement 4617.4 14918.82 3.4 CM 1:5 1628.16 5535.75

17.7 mazdoor I 228 4035.60 3.5 masonII 326 1141.00 7.1 mason I 363 2577.3014.1 mazdoor II 206 2904.60 21.2 mazdoor I 228 4833.60 10.6 mason II 326 3455.60

sundries 0.00 35.3 mazdoor II 206 7271.80 14.1 mazdoor I 228 3214.80total 21828.05 sundries 0.00 14.1 mazdoor II 206 2904.60

total 39110.12 sundries 0.00total 22063.65

FOR 1CM 2182.81 FOR 1CM 3911.01 FOR 1CM 2206.36

44.65 3955.66

RCC 1:1.5:3 Plastering 1:3,10mm TK Plastering 1:5,12mm TK9 20mm 1088.6 9797.40 0.1 CM 1:3 2514.70 251.47 0.14 CM 1:5 1628.16 227.94

4.5 sand mortor 255 1147.50 1.1 mason II 326 358.60 1.1 mason I 363 399.304308 cement 4617.4 19891.76 1.1 mazdoor I 228 250.80 0.5 mazdoor I 228 114.00

3.5 masonII 326 1141.00 1.1 mazdoor II 206 226.60 1.1 mazdoor II 206 226.6021.2 mazdoor I 228 4833.6035.3 mazdoor II 206 7271.80

sundries 0.00 sundries 0.00 sundries 0.00total 44083.06 total 1087.47 total 967.84FOR 1CM 4408.31 FOR1CM 108.75 FOR1CM 96.78

44.65 4452.96

BW 1:5 STEEL Granolithic Flooring1300 bricks 4051 5266.30 1 qtl- steel 45657.4 4565.74 9 10-12mm jelly 886.1 7974.90

0.708 CM 1:5 1628.16 1152.74 1 qtl-binding wire #N/A #N/A 4.5 CM 1:2 3579.53 16107.881 mason I 363 363.00 3.5 fitter I 316 1106.00 1.8 mason II 326 586.803 mason II 326 978.00 sundries 0.00 17.7 mazdoor I 228 4035.602 mazdoor I 228 456.00 #N/A 14.1 mazdoor II 206 2904.606 mazdoor II 206 1236.00

above basement

above basement

sundries total total 31609.78total 10cft 9452.04

for 1c 2.832 3337.58 total #N/A totalx0.25 79.02

29.55 3367.13above basement

Plastering 1:5,20mm TK POINTING 1:3 FOR PRES. TIL (top roof) pressed tiles0.22 CM 1:5 1628.16 358.20 0.04 CM1:3 2514.70 100.59 250 P.Tiles 8710.00 2177.50

2.2 mason I 363 798.60 2.2 mason II 326 717.20 0.12 CM 1:3 2514.70 301.760.5 mazdoor I 228 114.00 0.5 mazdoor I 228 114.00 10 Pointing CM1:3 115.84 1158.403.2 mazdoor II 206 659.20 1.1 mazdoor II 206 226.60 1.152 water p. comp. 42.35 48.79

1.1 mason I 363 399.302.1 mason II 326 684.60

sundries sundries 2.2 mazdoor I 228 501.60total 1930.00 total 1158.39 1.1 mazdoor II 206 226.60

sundriestotal 5498.55

FOR 1CM 193.00 for 1m2 115.84 for 1m2 549.863321.05

332.11

WHITE WASH CC 1:4:8 BW 1:30.07 shell lime 1180 82.60 9 40MMmetal 796.6 7169.40 1300 bricks 4051 5266.30

1.6 mason II 326 521.60 4.5 CM 1:4 1917.26 8627.69 0.708 CM 1:3 2514.70 1780.410.5 mazdoorI 228 114.00 1.8 mason II 326 586.80 1 mason I 363 363.002.7 mazdoorII 206 556.20 17.7 mazdoor I 228 4035.60 3 mason II 326 978.00

sundries 14.1 mazdoor II 206 2904.60 2 mazdoor I 228 456.00total 1274.40 sundries 6 mazdoor II 206 1236.00for1m2 12.74 sundries

colour wash 1911.60 23324.09 total 10cft 10079.71for1m2 19.12 FOR 1CM 2332.41 for 1 cm 2.83 3559.22

CC 1:2:4 Snowcem Distember9 20MMmetal 1088.6 9797.40 3.23 Distember 53.10 171.51 1.34 Distember 78.50 105.19

4.5 CM 1:2 3579.53 16107.88 0.5 Painter I 293.00 146.50 0.5 Painter I 293.00 146.501.8 mason II 326 586.80 0.5 mazdoor I 228 114.00 0.5 mazdoor I 228 114.00

17.7 mazdoor I 228 4035.60 0.8 mazdoor II 206 164.80 0.8 mazdoor II 206 164.8014.1 mazdoor II 206 2904.60

sundries 0.00 sundries 0.69 sundries 0.5133432.28 597.50 531.00

Only labour charge without Pressed Tiles

for 1CM 3343.23 for 1m2 59.75 for 1m2 53.10

cc 1:3:6 Plastering 1:4, 20 MM THK Enamel PAINTING 9 40 mm metal 796.6 7169.40 0.22 cm 1:4 1960.61 431.34 2.22 Paint 242.55 538.46

4.5 CM 1:3 2471.35 11121.08 2.2 mason I 363 798.60 1.1 painter I 293.00 322.301.8 mason II 326 586.80 0.5 mazdoor I 228 114.00 sundries 0.24

17.7 mazdoor I 228 4035.60 3.2 mazdoor II 206 659.20 861.0014.1 mazdoor II 206 2904.60 sundries dd

sundries 0.00Total 25817.48 Total 2003.14for 1CM 2581.75 for 1CM 200.31 for 1CM 86.10

2844.55

PAINTING Black Board FLOORING TILES(CERAMIC)

2.22 paint 138.5 307.47 260 ceramic tiles 16.25 4225 12.8 20mm brick jelly 604 7731.21.1 painter I 293.00 322.30 0.1 cm1;2 3579.53 357.95 5 slacked lime 869.00 4345

4 26.65 106.6 1.8 mason II 326.00 586.81 masonI 363 363 17.7 mazdoor I 228 4035.6

3.7 masonII 326 1206.2 14.1 mazdoor II 206 2904.6sundries 0.23 3.3 mazdoor I 228 752.4 sundries 0

2.2 mazdoor II 206 453.2630.00 sundries 19603.2

7464.35for 1m2 63.00 for 1m2 746.44 1960.32

WALL TILES(DADDOOING) Plastering 1:3, 20mm THK rough stone dry packing450 glazed tiles 9.65 4342.50 0.22 cm 1:3 2514.70 553.23 11 rough stone 342.60 3768.60

0.10 cm1:2 3579.53 357.95 2.2 mason I 363 798.60 3.5 wooder 236 826.00

4.00 26.65 106.60 0.5 mazdoorI 228 114.00 10.6 mazdoor I 228 2416.801.10 mason I 363.00 399.30 3.2 mazdoor I I 206 659.20 7.1 mazdoor II 206 1462.604.10 mason II 326.00 1336.60 sundries 0.00 sundries

With CC 1:3:6 20 mm metal

BRICK JELLY LIME CONCRETE(weathering course)

white cement with colour pigment

white cement with colour pigment

2.70 Mazdoor I 228.00 615.60 1.152 water proof 42.35 8474.003.30 Mazdoor II 206.00 679.80 2125.03

7838.35for 1m2 783.84 for 1m2 212.50 for 1m2 847.40

Roofing with Mangalore tiles

160 Manglore tiles 8295.00 1327.20 10 Manglore tiles 2265.79 2265.790.09 lime mortar 795.40 71.59 250 ceiling tiles 5000 1250.00 0.09 lime mortar 795.40 71.59

0.5 mason II 326 163.00 0.5 mason II 326 163.00 0.5 Carpenter I 355 177.501.1 mazdoorI 228 250.80 1.1 mazdoorII 206 226.60 1.1 mazdoorI 228 250.802.2 mazdoor I I 206 453.20 2.2 mazdoor I I 206 453.20

sundries 0.00 sundries 0.00 sundries 0.00

2265.79 3905.39 953.09

for 1m2 226.58 for 1m2 390.54 for 1m2 95.31

CC 1:2.5:5

1.33 145.5 193.52 9 40MMmetal 796.6 7169.40 1.4 Plastic Emulsion 315.15 441.210.7 painter I 293.00 205.10 4.5 CM 1:2.5 2914.62 13115.80 0.98 Primer (Liquid) 156.75 153.62

1.8 mason II 326 586.80 2.2 Painter I class 293 644.60for 1m2 398.62 17.7 mazdoor I 228 4035.60

14.1 mazdoor II 206 2904.6010 Priming coat 398.62 398.62 sundries sundries 0.57

2.22 paint 220.50 489.51 1240.001.1 painter I 293.00 322.30 27812.20 for 1m2 124.00

Brush cleaning etc., 5.40 FOR 1CM 2781.221215.83

Tiled roofing with Mangalore tiles over ceiling tiles

Removing & readjusting old mangalore tiles

Supply and fixing of hollow MS pipes & painting two coats etc., EXTERIOR Plastic Emulsion with

one coat primer

Red oxide primer

for 1m2 121.58

Plastering 1:3,12 mm TK POINTING 1:3 (R.R. Masonry work)

4 48.00 192.00 0.14 CM 1:3 2514.70 352.06 0.09 CM1:3 2514.70 226.32

0.225 paint 121.58 27.36 1.1 mason I 363 399.30 1.6 mason II 326 521.60

4 Labour for fixing 19.25 77.00 0.5 mazdoor I 228 114.00 0.5 mazdoor I 228 114.00

Brush cleaning etc., 9.65 1.1 mazdoor II 206 226.60 1.1 mazdoor II 206 226.60

306.01 1.1 water proof 42.35

Rate for 1 Kg 298/4 76.50 sundries 0.00 sundries

total 1091.96 total 1088.52

FOR1CM 109.20 for 1m2 108.85

Steel size 3"x11/2"

US GRAVEL FILLING FOR BUILDING Direct Filling with US Gravel

One coat of Primer 1 US Gravel 137.8 137.80 1 US Gravel 137.8 137.80

10 1.7 17.00 1 filling charge 13 13.00 1 filling charge 5.16 5.16

0.98 Pimer(liquid) 132.00 129.36

0.7 Painter I 293.00 205.10 total 150.80 total 142.96

For 10 Sq.m. 351.46

MAIN DATA

10 Priming 1 coat 35.15 351.46

1.34 Distember 71.4 95.68 WELL GRAVEL FILLING FOR BUILDING Direct Filling with Well Gravel

0.5 Painter I 293.00 146.50 1 US Gravel 115.6 115.60 1 US Gravel 115.6 115.60

0.5 mazdoor I 228 114.00 1 filling charge 13 13.00 1 filling charge 5.16 5.16

0.8 mazdoor II 206 164.80

total 128.60 total 120.76

sundries 0.56

873.00

87.30

85.60

Dismantling1 Brick / Stone masonry in L.M cum 78.65

2 Brick / Stone masonry in C.M cum 96.40

Distember with one coat primer

Scrapping charge

Distemper with primer for old surface -1 Sq.m.

Distemper with primer for New surface -1 Sq.m.

Supplying and fixing PVC Rain water down fall pipes of following dia meter etc., complete.

3 Mangalore tiles without roof sqm 6.90 110mm dia PVC Rain water Pipe

4 9.60 3 114.5 343.505 AC sheet roof without roof timber sqm 6.30 1 110mm dia PVC shoe 72.7 72.706 Door, window incl moral of hinges sqm 45.35 1 94 94.007 Dismantling P.C.C cum 165.60 1 CI Gratings 29.3 29.308 Dismantiling RCC cum 2515.00 2 PVC Clamp 11 22.009 Chipping of concrete sqm 13.90 1 Plumber I class 322 322.00

10 Pressed tiles & weathering course sq.m 16.00 Sundries for cement 0.3711 Pressed tiles only sq.m 8.90 For 3 Rm 883.8712 Cleaning & Removing of cement plaster sq.m. 3.05 Rate Rs. 294.62 /1Rm

Dismantling B.W & clearing from site Say Rs. 295.00 /1Rm

Mangalore tiles over flat tiles without roof timber -Sqm

Cost of 110mm dia PVC Pipe

110mm dia PVC Bend

Sub Data 4.59 Country bricks 4051.00 18594.09Brick Jelly Lime Concrete 1:2:5 3.50 nos Mason I class 363.00 1270.50

9.5 Brik jelly 40mm 549 m3 5216 m3 7.20 nos Mason II class 326.00 2347.203.8 Lime Mortar 1:2 795.40 m3 3023 m3 7.10 nos Mazdoor I class 228.00 1618.801.8 Mason II Class 326 Nos 586.8 Nos 14.10 nos Mazdoor II class 206.00 2904.60

17.7 Mazdoor I Class 228 Nos 4036 Nos 26735.1914.1 Mazdoor II Class 206 Nos 2905 Nos 2673.52

15765.02Rate Rs. 15765.02 /1M3Say Rs. 1576.5 /1M3 RATE @RS 2673.52 /cumMain Data

1 White glazed Indian type W 1089 Each 1089 Nos Schedule of rates 12-130.6 110mm dia PVC pipe 107.5 Rm 64.5 Rm S.no Itm.No Description Unit Appr. Rates

0.45 Sand for filling 268.00 Cum 120.6 Cum 155 20 Labour wrought & put0.11 Brick jelly lime concrete 1: 1576.5 1 Cum 173 Cum For Windows &

1 Plumber I Class 322 Each 322 Nos Ventilators Sq.m. 108.101 Mason I Class 363 Each 363 Nos 156 21 Labour wrought & put

0.25 Plumber II Class 300 Each 75 Nos a Single leaf shutter Sq.m. 80.21 Mazdoor I Class 228 Each 228 Nos b Double leaf Shutter Sq.m. 124.201 White Cement 23.00 1 Kg 23 kgs6 Cement 4617.4 MT 27.7 kgs

400 Spun yarn 12 1 Kg 4.8 gms2491

Rate Rs. 2491.0194 /1NoSay Rate R 2491.02 /1No

Supplying and fixing in position best Indian make White glazed earthern ware Oriya type Indian Water Closet

Dry Brick work using country bricks 83/4"x41/4"x23/4" including cost and onveyance of all materials to site and all labour charges etc complete

x1000nos

R R IN CM 1:4 mix.

### 175.50 1930.50 ### 0.00 10 Rough stone 386.6 3866.002.20 300.00 660.00 2.20 300.00 660.00 1 Bond stone 509.6 509.60

1.10 355.00 390.50 1.10 355.00 390.50 3.4 CM 1:4 1960.61 6666.09

3.20 228.00 729.60 3.20 326.00 1043.20 7.1 mason I 363 2577.30

### 3.60 72.00 ### 3.60 72.00 10.6 mason II 326 3455.60

### 1.20 24.00 ### 1.20 24.00 14.1 mazdoor I 228 3214.80

14.1 mazdoor II 206 2904.603806.60 2189.70 sundries 0.00

total 23193.99for 1m2 380.66 for 1m2 218.97 FOR 1CM 2319.40

Roofing with AC corrugated sheet 6mm thk with "J' bolts and Bitumen washer etc.,

Roofing with Cooland Colour sheet 3 mm thk with "J' bolts and Bitumen washer etc.,

AC sheets 6mm thick

GI Coloured sheets 3 mm thick

class classCarpenter I

classCarpenter I

classMazdoor I

classMazdoor I

class

Adj. J bolt with nuts 6mm dia.

Adj. J bolt with nuts 6mm dia.

Bitumen washer 15 mm dia.

Bitumen washer 15 mm dia.

Sundries for white lead

Sundries for white lead

DATA - 2013-14

3.23 KG Cost of Distember 53.1 Kg 171.510.5 Nos Painter I class 293 E 146.500.5 Nos Mazdoor I class 228 E 114.000.8 Nos Mazdoor II class 206 E 164.80

Sundries 0.69Total for 10sqm 597.50Rate for 1sqm

59.75

1.34 KG Cost of Distember 78.5 Kg 105.190.5 Nos Painter I class 293 E 146.500.5 Nos Mazdoor I class 228 E 114.000.8 Nos Mazdoor II class 206 E 164.80

Sundries 0.51Total for 10sqm 531.00Rate for 1sqm

53.10

SUB DATA1.33 Lt Red oxide primer nee 145.5 LT 193.52

0.7 Nos Painter - I 293 A 205.10398.62

39.86

10 m2 Priming coat 398.62 10m2 3986.152.22 CT Paint 242.55 LT 538.46

1.1 m2 Painter - I 293 ER 322.30Add sunderies / Brush & Cleaning 135.00

4981.913''X 11/2'' size = 4kg / 1mPainting Area : 1x0.225=0.225 1120.93

112.093MAIN DATA

4 Kg Steel size 3'' X 11/2'' 48 192.000.225 m2 Painting 112.093 25.22

4 kg Labour charges fixing 19.25 77.00Welding 11.78Add sunderies / Brush & Cleaning 306.00Rate for 1kg 76.50 76.50

2.22 LT Cost of Black board p 138.5 LT 307.471.1 Nos Painter I class 293 ER 322.30

SUNDRIES 0.23Total 42.37 630.00

63.00Lime Mortar

0.5 cum Cost of lime 869 LT 434.501 cum Sand 255 ER 255.001 m3 grinding mortar 105.9 105.90

Snowcum painting two coats with best quality of Cement paint distember including cost & conveyance of all materials to site and all labour charges etc., complete.,

Distembering two coats with best quality of Cement paint distember including cost & conveyance of all materials to site and all labour charges etc., complete.,

Supply and fixing of Hallow MS pipes 2'' X 1'' for bpurlion and 3'' x 11/2'' Hallow MS pipes trusses including cost and conveyance all materials to site and painting two coats with priming coat etc., complete

Painting two coats with needy mixed enamel paints over new Iron work with priming cost 10m2 including cost and conveyance all materials to site and painting two coats with priming coat etc., complete.

Black Board painting two coats with including cost & conveyance of all materials to site and all labour charges etc., complete.

795.40

160 Nos Mangalore Tiles 8295 1327.200.09 M3 Cost of lime mortar 795.40 71.59

0.5 Nos Mason II class 326 163.001.1 Nos mazdoor I class 228 250.802.2 Nos Mazdoor II class 206 453.20

2265.79RATE FOR 1 SQ.M. 226.58

10 Sqm Mangalore Tiles 2265.79 10sqm 2265.79250 Nos Ceiling tiles 5000 1250.000.5 Nos Mason II class 326 163.001.1 Nos mazdoor II class 206 226.60

Conticens3905.39

RATE FOR 1 SQ.M. 390.54

Such as RCC slabs, rectangular beam, Tee or L beam , etc.,

Sub DataWeight of MS sheet 90x10 Gauge 13.46Weight of MS angle 25X25X3mm 4.00

13.46 Kg Cost of MS sheet 10mm 48 Kg 646.08 5674 Kg Cost of MS angle of size 25x25x3m 48 Kg 192.00

LS 29.08867.16

Sub Data

Cost of MS sheets and angles and silver oak and casaurina

19 Nos Cost of MS sheet and MS angles 867.16 Each 16476.04

0.12 cum Silver oad (CW) joists of size 10X6 13060 1567.2098.5 RM Casaurina props 10-13 cm dia 21.1 2078.35

3645.55Adopting 40 uses for steel sheets and angles and 5 use of silver oad

1/40 Use Cost of steel angle 16476.04 Use 411.901/5 Use Cost of Silver oak 3645.55 Use 729.11

1141.01

Main Data1 Uss Cost of MS sheet and angle 411.90 Use 411.9012 Uss Cost of silver oad joists of size 10 729.11 Use 729.11

LS Add for silver oak props3.8 Nos Carpenter I class 355 13495.4 Nos Mazdoor I class 228 1231.2

1 No Mazdoor II nd class 206 206LS Add for periodical cleaning and painting silver oad props 29.000LS Add for welding and Nails, etc 23.5

3980Rate for 1 sqm

(i) Rate for Roof Slab , Lintel, Beam 398.00

Roofing with best mangalore tiles over reeper of size 0.05X0.025m including cost and conveyance and all labour charges etc., complete.

Best Tiled Roofing with mangalore tiles over ceiling tiles over of best quality including cost and conveyance and all labour charges etc., complete.

Supply and erecting centering for sides and soffits including support and strutting up to 3.29m high for plane surface such as using mild steel sheets of size 90X40cm and BG for stiffened with welded mild steel angle of size 25x25x3mm for boarding laid over silver oak (country wood) joists of size 10x6.50cm spaced at about 90 centre to centre and supported by casaurina props of 10-13cm dia spaced at 75cm c/c etc. complete.

Add for cutting, bending & welding charges etc.,

509.45For Ghat 509.45

(ii) Rate for Sunshade 398.00Add 10% Above Rate 39.8

Rate for 1 sqm 437.80

(iii) Rate For Column (Post)98.5 RM Casaurina props 10-13 cm dia 19.2 1891.20/5 415.67

0.3 Nos Carpenter I class 355 Nos 106.500.3 Nos Masdoor I class 228 Nos 68.40

590.573980.00 - 590.57 3389.43

Rate for 1 sqm 338.94

(iv) Centring Below Ground Level 335/2 199.0050% of the above rate

199.00Rate for 1 sqm

13491231.2

206

2786.21114.48

5094.48

DATA - 2013-14

Centring for OHT - Curved surfaces

Sl. No. Description of Height

Plain Surface (Steel)

Basic Rate Total

1 Up to 3.3 m 398.00 0.00 398.00

2 3.3 to 4.3 m 398.00 19.69 417.69

3 4.3 to 5.3 m 398.00 39.38 437.38

4 5.3 to 6.3 m 398.00 59.07 457.07

5 6.3 to 7.3 m 398.00 78.76 476.76

6 8.3 to 9.3 m 398.00 98.45 496.45

7 9.3 to 10.3 m 398.00 118.14 516.14

8 10.3 to 11.3 m 398.00 137.83 535.83

9 12.3 to 13.3 m 398.00 157.52 555.52

10 13.3 to 14.3 m 398.00 177.21 575.21

11 14.3 to 15.3 m 398.00 196.90 594.90

398.00 216.59 614.59

398.00 236.28 634.28

398.00 255.97 653.97

Add for strutting

DATA - 2013-14

Centring for OHT - Curved surfaces

Curved SurfaceSquare Column Round Column

Sl. No:

Up to 1 LL ST Above 1 LL SR 1

597.00 668.71 477.60 955.20 2

616.69 701.79 497.29 1014.27 3

636.38 734.88 516.98 1073.34 4

656.07 767.96 536.67 1132.41 5

675.76 801.04 556.36 1191.48 6

695.45 834.13 576.05 1250.55

715.14 867.21 595.74 1309.62

734.83 900.29 615.43 1368.69 Sl. No:

754.52 933.37 635.12 1427.76 1

774.21 966.46 654.81 1486.83 2

793.90 999.54 674.50 1545.90 3

813.59 4

833.28 5

852.97 6

Sl. No:

1

2

3

4

5

6

R .C.C. 1:1.5: 3

For Various Height Rate Total

Upto 1.59 m below GL 4408.31 35.25 0 4443.56

4408.31 35.25 44.05 4487.61

From GL to 4.50 m Above GL 4408.31 35.25 44.65 4488.21

4408.31 35.25 133.65 4577.21

4408.31 35.25 222.65 4666.21

4408.31 35.25 311.65 4755.21

C.C. 1:4:8


Upto 1.59 m below GL 2332.41 0 2332.41

2332.41 44.05 2376.46

2332.41 132.40 2464.81

2332.41 220.75 2553.16

2332.41 309.10 2641.51

2332.41 397.45 2729.86

R .C.C. 1:1.5: 3


Upto 1.59 m below GL 4408.31 35.25 0 4443.56

4408.31 35.25 44.05 4487.61

4408.31 35.25 132.40 4575.96

4408.31 35.25 220.75 4664.31

4408.31 35.25 309.10 4752.66

Vibration Charges

Lifting Charges

From 1.59 m to 4.50 m below GL

From 4.50 m to 9.00 m Above GL



Lifting Charges






Vibration Charges

Lifting Charges





4408.31 35.25 397.45 4841.01From 18.00 m to 22.50 m

Above GL

DATA - 2013-14

Such as RCC slabs, rectangular beam, Tee or L beam , etc.,

Schedule item (no. 153)Rate for 6m run

70 27.80 1m run 1946.00

0.3 Cu.m. Country wood planks 33030 1 Cu.m. 9909.00

Total cost of materials A = 11855.00

Materials can be used for 10 Times

Cost per operation - A/10 B = 1185.50

Detailed data-

1 time Cost of materials for one operation- B = 1185.50 1 time 1185.502 Nos Masdoor Class 1 228.00 Each 456.00

Coir, nails, etc., 88.00

Total for 6 m. run C = 1729.50

For 1 m. Run. = C/6 D = 288.25

D = 288.25

For Every additional height of 2.5 m .Taking 6m. Run.

Extra Materials required-

70 Vertical Post 27.80 1m run 1946.00

0.3 Cu.m. Country wood Planks 33030.00 1 Cu.m. 9909.00

Total cost of materials E = 11855.00

Materials can be used for 10 Times

Cost per operation - E/10 F = 1185.50

Detailed data-

1 time Cost of materials for one operation- F = 1185.50 1 time 1185.502 Nos Masdoor Class 1 228.00 Each 456.00

Coir, nails, etc., 88.00

Total for 6 m. run G = 1729.50

For 1 m. Run. = G/6 H = 288.25

H = 288.25

Providing two legged scaffolding using 15 cm diameter blue-gum posts or casuarine posts or best quality bamboo posts of 4m overall length (3m height + 0.5m projection + 0.5m into the ground ) the distance between the two rows being 1.25 m. and the spacing of posts being 2m. in both the rows with two horizontal posts with 0.5m. overlap on either side and braces at 2m c/c. including longitudinal and transverse middle braces to step up and providing a platform with country wood planks 40 mm. thick and 1m. width, etc in a complete form using coir and nails 1m. run.

m. run 15 cm. diameter posts (blue-gum

posts or casuarine or bomboo posts)

Rate for Scaffolding for Height of 3m. And Length of 1 m.

m. run

Rate for Scaffolding for Height of 2.5 m. And Length of 1 m.

56]

10 M2 900.00 1M2 9000.00

0.21 Cement Mortar 1:3 2471.35 518.98

4 Kg Colour cement 26.65 1Kg 106.601.2 Nos Mason I class 363.00 Each 435.60

1 Nos Mason II class 326.00 Each 326.000.5 Nos Stone cutter I class 280.00 Each 140.00

1 Nos Mazdoor I class 228.00 Each 228.001 Nos Mazdoor II class 206.00 Each 206.00

0.5 Kg Cotton waste 9.20 1 Kg 4.6010965.78

Rate Rs. 1096.58

Say Rate Rs. 1096.60

39] Dadooing with Eurocon Tiles in CM 1:2, 10mm thick

10 483.00 1M2 4830.00

0.1 Cement Mortar 1:2 3579.53 357.95

4 Kg White cement 23.00 Kg 92.001 Nos Mason I class 363.00 Each 363.00

3.7 Nos Mason II class 326.00 Each 1206.203.3 Nos Mazdoor I class 228.00 Each 752.402.2 Nos Mazdoor II class 206.00 Each 453.20

Ls Cutting charges 9.968064.71

Rate Rs. 806.47

Say Rate Rs. 806.50

57]

Supplying and paving the floor with plain marbonite tiles approved quality of size 600x600x10mm

Marbonite tiles 600x600x8mm

M3 1M3

/M2

/M2

M2 Cost of tiles (10.764 x 10)

M3 M3

/M2

/M2

Paving the floor with Granite slab 20mm thick in floors in CM 1:3, 20mm thick Granite slab (Jet black ) 20mm thick 4'x2'and above size over existing RCC precast work table

10 M2 1815.00 1M2 18150.00

0.12 M3 Cement Mortar 1:3 2471.35 296.56

1.1 Nos Mason I class 363.00 Each 399.302.7 Nos Mason II class 326.00 Each 880.202.7 Nos Mazdoor I class 228.00 Each 615.603.3 Nos Mazdoor II class 206.00 Each 679.80

LS Cement slurry LS 40.104 Kg Colour cement 26.65 1Kg 106.60

lS LS 550.00

21718.16Rate Rs. 2171.82


58]

10 M2 1815.00 1M2 18150.00

0.21 M3 Cement Mortar 1:3 2471.35 518.98

1.1 Nos Mason I class 363.00 Each 399.302.7 Nos Mason II class 326.00 Each 880.202.7 Nos Mazdoor I class 228.00 Each 615.603.3 Nos Mazdoor II class 206.00 Each 679.80

LS Cement slurry LS 39.934 Kg Colour cement 26.65 1Kg 106.60

21390.41Rate Rs. 2139.04


36]

10 Cost of Granite tiles 902.00 9020.00

0.1 Cement Mortar 1:2 3579.53 357.95

Granite Slab 20mm thick

M3

Nosing for edges.55.00x10.00=550

/M2

/M2

Paving the floor with Granite slab 20mm thick in floors in CM 1:3, 20mm thick Granite slab (Jet Black) 20mm thick for flooring.

Granite Slab 20mm thick

M3

/M2

/M2

Dadooing pre polished Jet black Granite tiles of size 600x300x10mm of best quality and free from any defect, approved quality colour set in CM 1:2

M2 M2

M3 M3

4 Kg Colour cement 26.65 1 Kg 106.601 Nos Mason I class 363.00 Each 363.00

3.7 Nos Mason II class 326.00 Each 1206.203.3 Nos Mazdoor I class 228.00 Each 752.402.2 Nos Mazdoor II class 206.00 Each 453.20

Ls Cutting charges 9.9612269.31

Rate Rs. 1226.93 /M2

Open Well Earth Work Rate

SL . No. Depth Co-efficient Ew Rate Per Rate

1 1 1 64.2 64.20

2 1 1 64.2 64.20

3 2 2 64.2 128.40

4 3 3 64.2 192.60

5 4 4 64.2 256.80

6 5 5 64.2 321.00

7 6 6 64.2 385.20

8 7 8 64.2 513.60

9 8 10 64.2 642.00

10 9 12 64.2 770.40

11 10 14 304.25 4259.50

12 11 16 304.25 4868.00

13 12 18 304.25 5476.50

14 13 20 304.25 6085.00

15 14 22 304.25 6693.50

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

0 2

2 4

4 6

6 8

8 10

10 12

12 14

14 16

16 18

18 20

20 22

22 24

24 26

26 28

Open Well Earth Work Rate

SL . No. Depth Co-efficient Ew Rate Per Rate

1 1 1 304.25 304.25

2 1 1 304.25 304.25

3 2 2 304.25 608.50

4 3 3 304.25 912.75

5 4 4 304.25 1217.00

6 5 5 304.25 1521.25

7 6 6 304.25 1825.50

8 7 8 304.25 2434.00

9 8 10 304.25 3042.50

10 9 12 304.25 3651.00

11 10 14 304.25 4259.50

12 11 16 304.25 4868.00

13 12 18 304.25 5476.50

14 13 20 304.25 6085.00

15 14 22 104.4 2296.80

16 15 24 104.4 2505.60

17 16 26 104.4 2714.40

18 17 28 104.4 2923.20

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

m3

0 2

2 4

4 6

6 8

8 10

10 12

12 14

14 16

16 18

18 20

20 22

22 24

24 26

26 26

28 26

30 26

Documents

Chithoor Thaneerpandhampatty Waiting Shed 1.50lakhs