cpwd-dar-2012-in-ms-excel.xls

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Notes :

06. Where ever there is an error in DAR (only a few items this time) it is mentioned in the item it self. 07. Please let me know, if I am violating any copy right, so that I can delete the post from internet.

If any one want to share some thing about this analysis with me, they are welcome! Please do mail me on rambabujalli@gmail.com. Even a small comment will boost my enthusiasm to work more…. Sincerely yours

Rambabu Jalli, SDE(Civil), BSNL, Hyderabad.

CPWD DELHI ANALYSIS OF RATES -2012 (WITH FORMULAS)

01. This entire work is done by me alone and every item is compared with DSR-2012 and DAR-2012 02. At the end of each item the DSR-2012 rate is shown, so that it is easy to compare both the rates. 03. DSR rate in 'Green' means it is tallied with Analysed rate.

04. DSR rate in 'Red' means it is not tallied with Analysed rate but the analysed rate is tallied with that of DAR-2012. 05. Where sub analysis is involved the analysed rate will not tally exactly to that of DAR-2012 because, in DAR every rate is rounded-off. But in this analysis, I have not rounded-off to nearest 5 np. But both the rates are very close.

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Item Code : 16.052.X

Details of Cost for : 1.00 Cum

Code Description Unit Quantity Rate

Sub Analysis - X

Details of cost for 1 cum of lime Flyash mortar 1:2:3 (lime:2 flyash:3 coarse sand).

MATERIALS:

0773 Unslaked lime quint 1.52 300.00

1980 Flyash cum 0.48 7.75

0982 Coarse sand cum 0.72 1120.00

2208 Carriage of Unslaked lime cum 0.24 87.60

2262 Carriage of Flyash cum 0.48 87.60

2203 Carriage of Coarse sand cum 0.72 87.60

Labour for slaking the lime making, lime putty, grinding, measuring, carrying, depositing and mixing.

0114 Beldar Day 0.90 247.00

0101 Bhishti Day 0.45 260.00

9999 Running and upkeep of mortar mile L.S. 26.91 1.49

9999 Sundries L.S. 13.52 1.49

Cost for 1.00 Cum Rate per One Cum : Rs 1791.80

Item Code : 3.19

MATERIAL:

(0.475 cum of lime putty = 3.01 q of unslaked lime)

1182 Surkhi Cum 0.7125 700.00

0773 Unslaked lime quint 3.01 300.00

0784 Marble dust/ powder cum 0.24 1000.00

LABOUR :

For slaking lime, making lime putty, grinding and carrying

0114 Beldar Day 0.90 247.00

0101 Bhisti Day 0.45 260.00

9999 Cost of running and upkeeping of mortar mill L.S. 10.35 1.49

9999 Sundries L.S. 5.20 1.49

Item Code : 3.10

MATERIALS

(0.214cum. of cement = 0.31 tonne)

0367 Cement tonne 0.31 5000.00

2209 Carriage of Cement tonne 0.31 77.87

0982 Coarse sand cum 1.07 1120.00

LABOUR

Mortar in lime , surkhi ( 50% red and 50% light yellow) and marble dust 1:1.5:0.5

Cement mortar 1:5 (1 cement : 5 coarse sand)

ANALYSIS OF RATES BASED ON DAR-2012

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For measuring, carrying, depositing and mixing-

0114 Beldar Day 0.75 247.00

0101 Bhisti Day 0.07 260.00

9999 Hire and running charges of mechanical mixer L.S. 26.91 1.49

9999 Sundries L.S. 13.52 1.49

Item Code : 3.7

MATERIALS

(0.476 cum. of cement = 0.68 tonne)

0367 Cement tonne 0.68 5000.00

0982 Coarse sand cum 0.95 1120.00

LABOUR

0114 Beldar Day 0.75 247.00

0101 Bhisti Day 0.07 260.00

9999 Sundries L.S. 13.52 1.49

Item Code : 18.041.01-A

MATERIALS:

6501 Fine sand cum 1.00 500.00

2335 Carriage of fine sand cum 1.00 87.60

LABOUR:

0114 Beldar Day 0.09 247.00

0115 Coolie Day 0.11 247.00

Item Code : 1681-PY

Details of Cost for : 1.00 job

1215 Welding by electric plant cm 165.00 1.50

Cutting, assembling and erection charges

0102 Blacksmith 1st class Day 0.115 301.00

0103 Blacksmith 2nd class Day 0.115 273.00

0100 Bandhani Day 0.11 260.00

0114 Beldar Day 0.83 247.00

9999 Sundries L.S. 12.10 1.49

Labour for riveting / bolting / cutting etc.

0116 Fitter (grade 1) Day 0.41 301.00

Cement mortar 1:2 (1 cement : 2 coarse)

Cost of sand filling for 10m pipe as Fig 'A" marked under item no.18.41.1

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0100 Bandhani Day 0.70 260.00

0114 Beldar Day 0.54 247.00

0139 Skilled Beldar Day 0.81 260.00

9999 Sundries L.S. 12.10 1.49

Cost for 1.00 job Rate per One Job : Rs 1380.00

Item Code : 1681-P

Details of Cost for : 1.00 No.

MATERIALS:

M.S. Sheet 1.63mm thick = 1x2.50x2.00 = 5.00 sqm @ 12.80 kg/sqm = 64.00 kg

wastage @ 5%= 3.20 kg Total = 67.20 kg

1013 Mild steel sheets for tanks quint 0.672 4600.00

MS Angle - 40 x 40 x 6 mm Out frame=2x(2.50+2.00)=9.00 m Vertical extra = 2x0.300 = 0.60 m Horizontal = 1x2.50 =2.50 m Bracing = 1x3.20 = 3.20 m Bracing at bottom = 2x0.50 = 1.00 m Total = 16.30 m @ 3.50 kg/m = 57.05 kg + wastage @ 5% = 2.85 kg Total = 59.90 kg

1007 Structural steel such as tees, angles channels and R.S. joists quint 0.599 4250.00 M.S. Channel =

2x0.50 =1.00 m @ 5.70 kg/m = 5.70 kg+ wastage @ 5% = 0.29 kg

Total = 5.99 kg

1007 Structural steel such as tees, angles channels and R.S. joists quint 0.0599 4250.00 M.S. Flat 30x5 mm Horizontal = 3x2.50 = 7.50 m Vertical = 2x2.00 = 4.00 m Total = 11.50 m @1.20 kg/m = 13.80 kg + wastage @ 5% = 0.69 kg Total = 14.49 kg

1008 Flats up to 10 mm in thickness quint 0.1449 4200.00

2205 Carraige of Steel tonne 0.148 77.87

Cost for 1.00 No. Rate per Each : Rs 6511.63

Item Code : 16.052.Y

Sub Analysis - Y

Details of cost for 1 cum. of cement concrete MATERIALS:

Lime Flyash mortar

16.052.X Sub-Analysis - X For item 16.52 Cum 0.40 1791.80

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0295 Stone aggregate 20mm nominal size cum 0.64 1050.00

0297 Stone aggregate 10mm nominal size cum 0.21 1050.00

2202 Carriage of stone aggregate cum 0.85 87.60

Labour:

0114 Beldar Day 0.65 247.00

0115 Coolie Day 0.60 247.00

0101 Bhishti Day 0.27 260.00

0123 Mason 1st class Day 0.05 301.00

0124 Mason 2nd class Day 0.05 273.00

0128 Mate Day 0.04 260.00

9999 Hire and running charges of mixer L.S. 26.91 1.49

9999 Sundries L.S. 13.52 1.49

9999 Hire charges of steel moulds, table vibrators, L.S. 53.82 1.49

rammers, bolts, nuts and washers etc.

Item Code : 1643-B

Part-1 Cost of materials :

Assuming that pavement 30m long 22.5m wide and 0.30m deep having panel size 6.15x4.6lx0.30m or 8.50cum laid in a day of 8 hrs. Hence form work to be provided for 2 days. Material for 61.5m long 46.10m wide pavement 22x30.75 = 676.50

2x46.10 = 92.20 Total = 768.70m.

768.70 @ 83.10 kg/ m = 25.44 M.T.

Assuming that channel will become unserviceable after use for 5000 slab (100 times) and salvage value of steel shall fetch 20% of its basic cost.

1007 Steel 254.44 qx4/5x 1/5000 = 0.0407104 q quint 0.0407 4250.00

2205 Carriage of steel 25.44x4/5x1/5000= tonne 0.00407 77.87

0.00407104 tonne

Part-II Labour for assembling, errection, dismetelling and cleaning the shuttering.

Assuming that 255 labour for steel shuttering shall be required as compared to timber shuttering. Contact area of 50 slabs of steel shuttering.

Long channel = 11x20x0.30 = 66.00 = 2x45.10x0.30 = 27.06

Total= 93.06

0114 Beldar = Day 2.86 247.00

Carriage of steel for extra lead of runway

0114 Beldar = Day 5.73 247.00

Item Code : 14.072Y

Details of Cost for : 1.00 No. ANNEXURE-B for item No. 16.43_x000D_

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7397 Base Jack Nos 14.00 180.00

(7x2 = 14 Nos) 40mm dia MS tube :

Vertical standards 2.5m length =7x2x9x2.5 =315m Bracing ledger 1.50m length = 7x2x9x2.5= 513m (?) Side support 6m length =3x2x6 =36m

Horizontal support 3.00m length =18x3x3.00m = 162m

Total = 1026m @ 3.67 kg/m =3765.42kg

4009 Mild steel tubes hot finished welded type kilog 3765.42 48.00

7387 Spigot for standard jointing Kg 123.98 45.00

7x2x9 =126 Nos

126 Nos x 0.40m length =50.4 m @ 2.46kg/m =123.98 kg

1034 Bolts and nuts up to 300 mm in length quint 0.378 5400.00

2x7x2x9 = 252 Nos @ 0.15 kg/each =37.80 kg or Say 0.378 qtl

Clamps / Couplers for clamps for fixing M.S tube with scaffolding = (2x3x2 +2x18x3) = 120 Nos

7346 Double coupler each 120.00 55.00

Challies 3 Nos x 18 line = 54 Nos

Two level plate challies =2x18 line =36 nos =90 Nos

7398 Challies Nos 90.00 800.00

Cup Locks for :

Vertical Standards - 5x7x2x9 = 630 Nos 2x18x19 = 694 Nos

Total = 1314 Nos

7399 Cup locks Nos 1314.00 75.00

Cost for 1.00 No. Rate per Each : Rs 368030.46

Item Code : 3.6

MATERIALS

0367 Cement tonne 0.25 5000.00

0983 Fine sand cum 1.07 640.00

LABOUR

0114 Beldar Day 0.75 247.00

0101 Bhisti Day 0.07 260.00

9999 Sundries L.S. 13.52 1.49

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Item Code : 3.3

MATERIALS

0367 Cement tonne 0.51 5000.00

0983 Fine sand cum 1.07 640.00

LABOUR

0114 Beldar Day 0.75 247.00

0101 Bhisti Day 0.07 260.00

9999 Sundries L.S. 13.52 1.49

Item Code : 3.4

MATERIALS

0367 Cement tonne 0.38 5000.00

0983 Fine sand cum 1.07 640.00

LABOUR

0114 Beldar Day 0.75 247.00

0101 Bhisti Day 0.07 260.00

9999 Sundries L.S. 13.52 1.49

Item Code : 3.2

0367 Cement tonne 0.68 5000.00

2209 Carriage of cement tonne 0.68 77.87

0983 Fine sand cum 0.95 640.00

(For measuring, carrying, depositing and mixing)

0114 Beldar Day 0.75 247.00

0101 Bhisthi Day 0.07 260.00

9999 Sundries L.S. 13.52 1.49

Cement mortar 1:4 (1 cement : 4 fine sand)

Cement mortar 1:2 (1Cement : 2 fine sand) Cement mortar 1:3 (1 cement : 3 fine sand)

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Item Code : 3.16

MATERIALS :

(0.357 cum. of white cement = 0.51 tonne)

0368 White cement tonne 0.51 12000.00

0114 Beldar Day 0.75 247.00

0784 Marble dust cum 1.07 1000.00

0101 Bhisthi Day 0.07 260.00

2268 Carriage of Marble dust cum 1.07 87.60

For measuring, carrying, depositing and mixing LABOUR :

Item Code : 3.12

MATERIALS :

0367 Cement tonne 0.68 5000.00

0101 Bhisthi Day 0.07 260.00

1159 Stone dust cum 0.95 925.00

9999 Hire and running charges of mechanical mixer

L.S. 26.91 1.49

2267 Carraige of Stone dust cum 0.95 87.60

9999 Sundries L.S. 13.52 1.49

For measuring, carrying, depositing and mixing

0114 Beldar Day 0.75 247.00

LABOUR :

Item Code : 3.11

MATERIALS

0367 Cement tonne 0.25 5000.00

0982 Coarse sand cum 1.07 1120.00

LABOUR

0114 Beldar Day 0.75 247.00

0101 Bhisti Day 0.07 260.00

9999 Sundries L.S. 13.52 1.49

White Cement Mortar 1:3 (1 white cement : 3 marble dust)

Cement Mortar 1:2 (1 cement : 2 stone dust)

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Item Code : 05.009.12-A

Details of Cost for : 1.00 times

Surface area

Outside area =22/7x4.40x1.00 - 13.82sqm. = 26.39 sqm.

Assuming that the timber will become unserviceable after being used 8 times

Planks 38 mm (Seconti class kail wood) 26.39x0.038= 1.00cum.

Wastage 20% = 0.20cum. = 1.20cum. or 1200 cudm.

1198 Second class kail wood in planks cum 0.15 25000.00

2nd class kail wood battens

Inside = 2x25x0.50x0.075x0.038 = 0.0712cum. Outside = 2x28x0.50x0.075x0.038 = 0.0798cum. = 0.1510cum.

Wastage 5% = 0.0076 cum. = 0.1586cum. or 158.60 cudm

1197 Second class kail wood in scantling cum 0.00002 25000.00

Safeda bailies 125mm dia. Inside: 25x1.00 = 25.00m Outside: 28x1.00 = 28.00m = 53.00m

0302 Safeda ballies 125 mm diameter metre 6.625 37.00

Cost for 1.00 times Rate per One Time : Rs 3995.63

Item Code : 3.9

MATERIALS

0367 Cement tonne 0.38 5000.00

0982 Coarse sand cum 1.07 1120.00

LABOUR

0114 Beldar Day 0.75 247.00

0101 Bhisti Day 0.07 260.00

9999 Sundries L.S. 13.52 1.49

Item Code : 3.8

Cement mortar 1:4 (1 cement : 4 coarse sand).

Cement mortar 1:3 (1 cement : 3 coarse sand)

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Code Description Unit Quantity Rate MATERIALS

0367 Cement tonne 0.51 5000.00

0982 Coarse sand cum 1.07 1120.00

LABOUR

0114 Beldar Day 0.75 247.00

0101 Bhisti Day 0.07 260.00

9999 Sundries L.S. 13.52 1.49

Item Code : 3.18

Detail of cost for one cum MATERIALS

0811 Mud (dry) cum 1.08 50.00

LABOUR

0114 Beldar Day 0.63 247.00

0101 Bhisti Day 0.315 260.00

9999 Sundries L.S. 6.45 1.49

Item Code : 3.15

MATERIALS

(0.475 cum. of white cement = 0.68 tonne)

0368 White Cement tonne 0.68 12000.00

2209 Carriage of White Cement tonne 0.68 77.87

0784 Marble dust cum 0.95 1000.00

2268 Carriage of Marble dust cum 0.95 87.60

LABOUR

0114 Beldar Day 0.75 247.00

0101 Bhisti Day 0.07 260.00

9999 Sundries L.S. 13.52 1.49

Item Code : 1681-Y

Details of Cost for : 2.50 m

1681-PY Plants and Labour required for sub anlaysis 16.81Y for item 16.81

job 1.00 1380.00

White cement mortar 1:2 (1 white cement : 2 marble

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1681-PY Plants and Labour required for sub anlaysis 16.81Y for item 16.81

job 0.10 1380.00

Cost for 2.50 m Rate per One Metre : Rs 607.20

Item Code : 1681-S

Details of Cost for : 40.00 times

1681-P Cost materials in sub-analysis of 16.81X for item 16.81 m 1.00 6511.63 1681-P Cost materials in sub-analysis of 16.81X for item 16.81 m 0.10 6511.63 1681-P Cost materials in sub-analysis of 16.81X for item 16.81 m -0.50 6511.63 Cost for 40.00 times Rate per One Time : Rs 97.67

Item Code : 14.72X

Details of Cost for : 40.00 Nos

14.072Y Cost of materials for scaffolding in item no. 14.72X for main item 14.72

Nos 1.00 368030.46

Nos 0.10 368030.46

Nos -0.25 368030.46

Cost for 40.00 Nos Rate per Each : Rs 7820.65

Item Code : 1681-X

MATERIALS:

1681-S Cost of material for using once in item code 1681-X (sub analysis for 16.81)

times 1.00 97.67

Cost for 2.50 m Rate per One Metre : Rs 39.07

Cost of scaffolding materials for using once in the item code 14.72

Sub analysis item for material component of Item No. 16.81 Cost of material for using once in item code 1681-X (sub analysis for 16.81)

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Item Code: 2.1.1

Details of Cost for : 100.00 Sqm

LABOUR:

0114 Beldar Day 7.20 247.00

0115 Coolie Day 6.00 247.00

Total: Add water charges @ 1% on 3260.40 Add C.P & OH @15% on 3293.00 Cost for 100.00 Sqm Rate per 100 Sqm: Rs 3786.95

Rate as per DSR-12: Rs 3786.95

Item Code: 2.2.1

LABOUR :

Roller charges (one roller does 1850 sqm. of consolidation per day)

0114 Beldar Day 5.90 247.00

0115 Coolie Day 3.60 247.00

0101 Bhisthi Day 0.40 260.00

0113 Chowkidar Day 0.008 247.00

0003 Hire charges of road roller Day 0.008 1500.00

1235 Diesel litre 0.144 41.29

2342 Carriage of diesel quint 0.0014 8.76

9999 Sundries L.S. 2.73 1.49

Total: Add water charges @ 1% on 2474.51 Add C.P & OH @15% on 2499.26 Cost for 10.00 Cum Rate per One Cum: Rs 287.42

Item Code: 2.3.1

Details of Cost for : 10 cum

LABOUR :

0114 Beldar Day 2.20 247.00

0115 Coolie Day 3.60 247.00

0101 Bhisthi Day 0.40 260.00

Roller Charges :

0003 Hire charges of road roller Day 0.008 1500.00

0113 Chowkidar Day 0.008 247.00

1235 Diesel litre 0.144 41.29

9999 Sundries L.S. 2.73 1.49

(one roller does 1850 sqm of consolidation per day )

Analysis for SCHEDULE MAIN ITEMS : With water charges (1%) and with CP & OH (15%)

E/W in surface excavation .. All kinds of soil

E/W in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, .. .., lead upto 50 m and lift upto 1.5 m : All kinds of soil

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Total: Add water charges @ 1% on 1560.61 Add C.P & OH @15% on 1576.22 Cost for 10cum Rate per One Cum : Rs 181.27

Item Code: 2.4

Details of Cost for : -10.00 Cum

LABOUR-

0113 Chokidar Day 0.008 247.00

0003 Roller charges & Hire Charges Day 0.008 1500.00

1235 Diesel litre 0.144 41.29

9999 Sundries L.S. 1.82 1.49

Total: Add water charges @ 1% on 22.65 Add C.P & OH @15% on 22.88 Cost for -10.00 Cum Rate per One Cum: -Rs 2.63

Rate as per DSR-12: -Rs 2.65

Item Code: 2.5

Details of Cost for : -10.00 Cum

LABOUR-

0101 Bhishti Day 0.40 260.00

Total: Add water charges @ 1% on 104.00 Add C.P & OH @15% on 105.04 Cost for -10.00 Cum Rate per One Cum: -Rs 12.08

Rate as per DSR-12: -Rs 12.10

Item Code: 2.6.1

Details of Cost for : 10.00 Nos

Average output of Hydraulic Excavator per hour = 30cum.

MACHINERY :

0020 Hydraulic Excavator (3D) with driver and fuel Day 0.04125 7500.00

0018 Hire and running charges of loader. Day 0.04125 5000.00

0128 Mate Day 0.40 260.00

0115 Coolie Day 2.00 247.00

(beldar / coolie)

Total:

Deduct for not rolling with power roller.

Deduct for not watering the excavated earth for banking.

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Add water charges @ 1% on 1113.63 Add C.P & OH @15% on 1124.77 Cost for 10.00 Nos Rate per Each: Rs 129.35

Item Code: 2.7.1

MACHINERY

0020 Hydraulic Excavator (3D) with driver and fuel. Day 0.0625 7500.00

0017 Hire and running charges of tipper Day 0.0625 1700.00

0132 Excavators Day 0.705 247.00

0133 Breakers Day 1.59 247.00

0134 Hole driller Day 0.355 247.00

0114 Beldar Day 0.50 247.00

0115 Coolie Day 1.35 247.00

9999 Sundries L.S. 10.79 1.49

Item Code: 2.7.2

MACHINERY

0132 Rock Excavator Day 1.06 247.00

0133 Rock Breaker Day 2.825 247.00

0134 Rock Hole Driller Day 0.885 247.00

0114 Beldar Day 0.45 247.00

0115 Coolie Day 1.35 247.00

0325 Blasting powder kilog 3.93 35.00

0326 Blasting fuse (fuse wire) each 4.00 15.00

9999 Sundries L.S. 16.12 1.49

Item Code: 2.7.3

E/W in over areas (exceeding 30cm depth, 1.5m in width , 10sqm on plan) - Hard rock (blasting prohibited) E/W in excavation over areas (exceeding 30cm in depth. 1.5m in width 10sqm on plan) - Ordinary rock

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MACHINERY:

0133 Breakers Day 6.00 247.00

0135 Stone Chisellers Day 1.06 260.00

0103 Black smith 2nd class Day 0.175 273.00

0114 Beldar Day 0.75 247.00

0115 Coolie Day 1.80 247.00

9999 Sundries L.S. 16.12 1.49

Item Code: 2.8.1

MACHINERY:

0018 Hire and running charges of loader. Day 0.04125 5000.00

0128 Mate Day 0.40 260.00

0115 Coolie Day 2.05 247.00

Item Code: 2.9.1

MACHINERY:

LABOUR:

0134 Hole drillers Day 1.765 247.00

0114 Beldar Day 0.50 247.00

0115 Coolie Day 1.30 247.00

9999 Sundries L.S. 13.52 1.49

Total: Add water charges @ 1% on 1825.21 Add C.P & OH @15% on 1843.46 Cost for 10.00 Cum

E/W excavation in foundation trenches .. .. All kinds of soil.

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Rate per One Cum: Rs 212.00 Rate as per DSR-12: Rs 212.00

Item Code: 2.9.2

MACHINERY :

LABOUR:

0133 Breakers Day 3.00 247.00

0114 Beldar Day 0.50 247.00

0115 Coolie Day 1.30 247.00

0325 Blasting powder kilog 6.42 35.00

0326 Blasting fuse each 7.00 15.00

9999 Sundries L.S. 18.85 1.49

Item Code: 2.9.3

MACHINERY

LABOUR-

0133 Breakers Day 6.175 247.00

0135 Chisellers Day 1.06 260.00

0103 Black smith II class Day 0.175 273.00

0114 Beldar Day 0.75 247.00

0115 Coolie Day 1.50 247.00

9999 Sundries L.S. 17.94 1.49

Item Code: 2.10.1.1

E/W excavation in foundation trenches .. .. Hard rock (requiring blasting)

E/W excavation in foundation trenches .. .. Hard rock (blasting prohibited)

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Code Description Unit Quantity Rate Slope assumed 1 in 200.

Earth work and filling-

Minimum depth of trench 60cm. Average depth = (0.6+1.50)/2 = 1.05 Width for this depth 0.45 cm 180x0.45xl.05 = 85.05 cum

02.008.01 E/W excavation in foundation trenches .. .. All kinds of soil. Cum 85.05 130.78 02.025 Filling available excavated earth (excluding rock) .. .. Cum 85.05 83.80 Total: Add water charges @ 1% except on [A]+[B] i.e on 0.00 Add C.P & OH @15% except on [A]+[B] i.e on 0.00 Cost for 180.00 m Rate per One Metre: Rs 101.39

Item Code:

Slope assumed 1 in 200. Earth work and filling-

Minimum depth of trench = 0.75+0.20 = 0.95m Average depth = (1.50+0.95)/2 = 1.225M Width = 0.40 + 0.20 = 0.60 m

110x0.60x1.225 = 80.85 cum 5% for collars = 4.04 cum Total = 84.89 cum

02.008.01 E/W excavation in foundation trenches .. .. All kinds of soil. Cum 84.89 130.78 02.025 Filling available excavated earth (excluding rock) .. .. Cum 84.89 83.80 Total: Add water charges @ 1% except on [A]+[B] i.e on 0.00 Add C.P & OH @15% except on [A]+[B] i.e on 0.00 Cost for 110.00 m Rate per One Metre: Rs 165.60

Item Code: 2.10.1.3

Details of cost for 60m length of a pipe of an average dia. say 450mm.

Slope assumed 1 in 200. Earth work and filling-

Minimum depth of trench 0.75+0.45= 1.20m Average depth = (1.50+1.20)/2 =1.35 Width = 0.40 + 0.45 = 0.85 m 60x0.85xl.35 = 68.85 cum

Excavating trenches for pipes, cables, etc - All kinds of soil - Pipes, cables etc, exceeding 80 mm dia upto 300mm

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5% for collars = 3.44 cum Total = 72.29 cum

02.008.01 E/W excavation in foundation trenches .. .. All kinds of soil. 72.29 130.78 02.025 Filling available excavated earth (excluding rock) .. .. 72.29 83.80 Total: Add water charges @ 1% except on [A]+[B] i.e on 0.00 Add C.P & OH @15% except on [A]+[B] i.e on 0.00 Cost for 60.00 m Rate per One Metre: Rs 258.53

Item Code: 2.13.1.1

Slope assumed 1 in 200 Excavation-

Quantity same as in item No.2.10.1.1

02.009.01 E/W excavation in foundation trenches .. .. Ordinary rok 85.05 212.00 Refilling, ramming and watering

02.025 Filling available excavated earth (excluding rock) .. .. 85.05 83.80 Extra labour for ramming of rock

0114 Beldar (A) Day 2.00 247.00

Total: Add water charges @ 1% except on [A]+[B] i.e on 494.00 Add C.P & OH @15% except on [A]+[B] i.e on 498.94 Cost for 180.00 m Rate per One Metre: Rs 142.95

Item Code: 2.13.1.2

Details of cost for 80 m length of pipe of an average dia. Say 200mm.

Minimum depth of trench. 0.75+0.15+0.20 = 1.10m

Average depth = ( 1.10 + 1.50)/2 = 1.30m Minimum width of trench = 0.90m 80x0.90x1.30 = 93.60 cum.

02.009.01 E/W excavation in foundation trenches .. .. Ordinary rok Cum 93.60 212.00 Refilling, ramming and watering

02.025 Filling available excavated earth (excluding rock) .. .. Cum 93.60 83.80 Extra labour for ramming of rock

0114 Beldar Day 2.20 247.00

Total: Add water charges @ 1% except on [A]+[B] i.e on 543.40

Excavating trenches for pipes, cables, etc - Ordinary rock - Pipes, cables etc, not exceeding 80 mm dia.

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Add C.P & OH @15% except on [A]+[B] i.e on 548.83 Cost for 80.00 m Rate per One Metre: Rs 353.98

Item Code: 2.13.1.3

Details of cost for 30 m. length of a pipe of an average dia. say 450mm.

Slope assumed 1 in 200. Excavation-

Minimum depth of trench 0.75+0.15+0.15= 1.35m. Average depth = (1.35+ 1.50)/2 = 1.425 m. Width of trench = 0.90 m.

30x0.90x1.425 =30.475 cum. 5% for collors = 1.924 cum 40.399 cum

02.009.01 E/W excavation in foundation trenches .. .. Ordinary rok 40.399 212.00 Refilling, ramming and watering

02.025 Filling available excavated earth (excluding rock) .. .. 40.399 83.80

0114 Beldar Day 0.94 247.00

Item Code: 2.13.2.1

Details of cost for 180 m length of a pipe of a average dia. say 40mm.

02.009.02 E/W excavation in foundation trenches .. .. Hard rock (requiring blasting)

85.05 378.82

Refilling, ramming and watering

0114 Beldar Day 2.50 247.00

Excavating trenches Ordinary rocks : Pipes 300 to 600 mm.

(20)

Item Code: 2.13.2.2

Details of cost for 80 m length of a pipe of an average dia. say 200mm.

93.60 378.82

0114 Beldar Day 2.75 247.00

Item Code: 2.13.2.3

Details of cost for 30 m length of a pipe of an average dia. Say 450mm.

40.399 378.82

0114 Beldar Day 1.17 247.00

Item Code: 2.13.3.1

Details of cost for 180 m length of a pipe of a average dia. say 40mm.

Excavating trenches Hard rock (requi blasting) : Pipes 80 mm to 300 mm dia.

Excavating trenches Hard rock (requi blasting) : Pipes 300 to 600 mm.

(21)

02.009.03 E/W excavation in foundation trenches .. .. Hard rock (blasting prohibited)

85.05 491.97

0114 Beldar Day 2.50 247.00

Item Code: 2.13.3.2

93.60 491.97

0114 Beldar Day 2.75 247.00

Item Code: 2.13.3.3

Quantity same as in item No. 2.13.1.3

40.399 491.97

0114 Beldar Day 1.17 247.00

Total: Add water charges @ 1% except on [A]+[B] i.e on 288.99 Add C.P & OH @15% except on [A]+[B] i.e on 291.88

Excavating trenches Hard rock (blasting prohi) : Pipes 80 mm to 300 mm dia.

(22)

Cost for 30.00 m Rate per One Metre: Rs 786.54

Item Code: 2.16.1

Details of cost for a trench 30m long and 1.5m deep area 2x30x1.5=90 sqm-

MATER1ALS

The Material can be used four times on the same work and after use of material credit is given @ 75% of cost

1198 Poling boards of 2nd class Kail wood planks: cum 0.21375 25000.00 90x0.038 = 3.42 cum = 3420 dm³

Qty taken for cost of using once after deducting for credit = 3420x¼x¼ = 213.75 dm³

1197 Wallings l00mmx 100mm of 2nd class kail cum 0.075 25000.00

wood in scantling: 4x30x0.10x0.10 = 1.20cum = 1200 dm

Qty taken for cost of using once after deducting for credit = 1200x¼x¼ = 75 dm³

0302 Safeda Balli struts (12.5mm dia and 1.5m long): 2x17x1.50 = 51m

metre 3.1875 37.00

Qty taken for cost of using once after deducting for credit = 51 x¼x¼ = 3.1875 m

CARRIAGE

Poling boards = 3.42 cum Walling =1.20 cum.

Balli struts: 3.14/4x(0.125)² x51 = 0.63 cum

2204 Total of carriage = 5.25x¼ = 1.3125 cum. cum 1.3125 100.11

0112 Carpenter llnd class Day 0.50 273.00

0114 Beldar Day 1.00 247.00

9999 Sundries L.S. 26.91 1.49

Total: Add water charges @ 1% on 7891.68 Add C.P & OH @15% on 7970.60 Cost for 90.00 Sqm Rate per One Sqm: Rs 101.85

Item Code: 2.16.2

Details of cost for a trench 30m long and 1.5m deep area 2x30x 1.50=90.00 sqm-

MATERIALS

1198 Poling boards of 2nd class Kail wood planks: cum 0.21375 25000.00 90x0.038 = 3.42 cum = 3420 dm³

Qty taken for cost of using once after

deducting for credit = 3420x¼x¼ = 213.75 cudm

1197 Walings 100 mmx 100mm of 2nd class kail cum 0.075 25000.00

Close timbering in trenches :- Depth from 1.5 to 3 mtr. Close timbering in trenches :- Depth not exceeding 1.5 mtr.

(23)

wood in scantling: 4x30x0.10x0.10 = 1.20cum = 1200 cudm

Qty taken for cost of using once after deducting for credit = 1200x¼x¼ = 75 dm

0302 Safeda Balli struts (12.5mm dia and 1.50m metre 3.1875 37.00

long): 2x17x1.50 = 51m

Qty taken for cost of using once after deducting for credit = 51 ¼ ¼ CARRIAGE

Balli struts: 3.14/4x(0.125)^3 x51 =0.63 cum

2204 Total of carriage = 5.25x/4 = 1.3125 cum. cum 1.3125 100.11

0112 Carpenter Ilnd class Day 0.75 273.00

0114 Beldar Day 2.00 247.00

9999 Sundries L.S. 40.43 1.49

Item Code: 2.16.3

Details of cost for a trench 30m long and 1.50m deep area 2x30x 1.5=90 sqm-

MATERIALS

1198 Poling boards of 2nd class Kail wood planks : cum 0.21375 25000.00 90x0.038 = 3.42 cum = 340 cudm

Qty taken for cost of using once after deducting for credit = 3420x¼x¼ = 213.75 cudm

1197 Wallings 100mmx 100mm of 2nd class kail cum 0.075 25000.00

wood in scantling: 4x30x0.10x0.10 = I.20cum = 1200 cudm

Qty taken for cost of using once after deducting for credit = 1200x¼x¼ = 75 cudm

0302 Safeda Balli struts (12.5mm dia and 1.5m long): 2x17x1.5 = 51m

metre 3.1875 37.00

Qty taken for cost of using once after deducting for credit = 51x¼x¼ = 3.1875 m CARRIAGE

Poling boards = 3.42 cum Walling - = 1.20 cum.

Balli struts: 3.14/4x(0.125)^3 x51 =0.63 cum

2204 Total of carriage = 5.25x¼ = 1.3125 cum. cum 1.3125 100.11

LABOUR

0112 CarpenferTmd class Day 1.50 273.00

0114 Beldar Day 4.00 247.00

9999 Sundries L.S. 80.73 1.49

Total: Add water charges @ 1% on 8985.87

(24)

Add C.P & OH @15% on 9075.73 Cost for 90.00 Sqm Rate per One Sqm: Rs 115.97

Item Code: 2.17.1

Details of cost for a manhole 1.2m x 1.0m x1.5m- Surface area: 2x(1.2+1.0)x1.5 = 6.6sqm

MATERIALS

1198 Poling boards of 2nd class Kail wood planks: cum 0.01568 25000.00 6.60x0.038 = 0.251 cum = 251 cudm

deducting for credit = 251 x ¼ x ¼ = 15.6875 cudm

1197 Walling of 2nd class kail wood scantling cum 0.00512 25000.00

2x2x1.124x0.10x0.10 =0.045 cum 2x2x0.924x0.10x0.10 = 0.037 cum. Total Kail wood = 0.082 cum. = 82dm Qty taken for cost of using once after deducting for credit = 82x¼x¼ = 5.125 cudm

0302 Safeda Balli struts (125mm dia and 1.50m long) metre 0.4118 37.00

2x2x0.924 = 3.696 2x2x0.724 = 2.896 Total of balli = 6.592m

Qty taken for cost of using once after deducting for credit = 6.592x¼x¼ = 0.1035 m

2204 CARRIAGE cum 0.1035 100.11

Balli struts 3.14/4x(0.125)^2 x6.59 = 0.081 cum. Total of carriage = 0.414 cum ¼ = 0.1035 cum. LABOUR:

0114 Beldar Day 0.12 247.00

9999 Sundries L.S. 2.73 1.49

Item Code: 2.17.2

Details of cost for a manhole 1.2m x 1.0m x1.5m- Surface area: 2x(1.20+1.0)x1.50 = 6.6 sqm

MATERIALS

Close timbering in case of shafts,wells,cesspits,manholes Depth not exceeding 1.5 mtr.

(25)

deducting for credit = 251 x ¼ x ¼ = 15.6875 cudm

2x2x1.124x0.10x0.10 = 0.045 cum 2x2x0.924x0.10x0.10 = 0.037 cum. Total Kail wood = 0.082 cum. = 82 cudm Qty taken for cost of using once after deducting for credit = 82x¼x¼ = 5.125 cudm

0302 Safeda Balli struts (125mm dia and 1.5m long) metre 0.4118 37.00

2x2x0.924 = 3.696 2x2x0.724 = 2.896 Total of balli = 6.592m

Qty taken for cost of using once after -deducting for credit = 6.592x¼x¼ = 0.1035 m

2204 CARRIAGE cum 0.1035 100.11

Poling boards = 0.251 cum Walling = 0.082 cum.

Balli struts 3.14/4x(0.125)^2 x6.59 = 0.081 cum. Total of carriage = 0.414 cum x¼ = 0.1035 cum LABOUR:

0114 Beldar Day 0.25 247.00

9999 Sundries L.S. 5.46 1.49

Item Code: 2.17.3

Details of cost for a manhole 1.2m x 1.0m x 1.5m- Surface area: 2x( 1.2+1.0)x 1.5 = 6.6sqm

MATERIALS

deducting for credit = 251x¼x¼ = 15.6875 cudm

2x2x1.124x0.10x0.10 = 0.045 cum 2x2x0.924x0.10x0.10 = 0.037 cum. Total Kail wood = 0.082 cum. = 82 cudm Qty taken for cost of using once after deducting for credit = 82x¼x¼ = 5.125 cudm

0302 Safeda Balli struts (12.5mm dia and 1.50m long) metre 0.4118 37.00 2x2x0.924 = 3.696

2x2x0.724 = 2.896 Total of balli = 6.592m

Qty taken for cost of using once after -deducting for credit = 6.592x¼x¼ = 0.1035 m

(26)

2204 CARRIAGE cum 0.1035 100.11 Poling boards = 0.251 cum

Walling = 0.082 cum.

Balli struts 3.14/4x(0.125)^2 x6.59 = 0.081 cum. Total of carriage = 0.414 cum x¼ = 0.1035 cum LABOUR:

0114 Beldar Day 0.38 247.00

9999 Sundries L.S. 8.06 1.49

Item Code: 2.18.1

Details of cost for an area 30m long and 1.50m deepArea -30x1.50m = 45 sqm.

MATERIALS

1198 Poling boards of 2nd class Kail wood planks cum 0.10688 25000.00 250x38mm : 45x0.038 = 1.71 cum = 1.710 cudm

1197 Walling of Ilnd class kail wood in scantling cum 0.01875 25000.00 100x100mm : 30x0.10x0.10 = 0.30cum = 300 cudm

0302 Raking struts Safeda balleis 12mm dia : 17 x metre 1.59 37.00

1.50 =25.5m

Qty taken for cost of using once after deducting for credit = 25.5x¼x¼ = 1.59 m

2204 CARRIAGE cum 0.581 100.11

Poling boards = 1.71 cum Walling “ = 0.30cum:

Rakingstruts3.14/4x(0.125)2 = 0.313cum Total of carriage = 2.323 cum x¼ = 0.581 cum LABOUR:

0114 Beldar Day 0.50 247.00

9999 Sundries L.S. 31.46 1.49

Item Code: 2.18.2

(27)

Details of cost for an area 30m long and 1.5m deep-Area -30x 1,5m = 45 sqm.

MATERIALS

1198 Poling boards of 2nd class Kail wood planks cum 0.10688 25000.00 250x38mm : 45x0.038 = 1.71 cum =1710 cudm

1197 Walling of Ilnd class kail wood in scantling cum 0.01875 25000.00 100x100mm : 30x0.10x0.10 = 0.30cum = 300 cudm

0302 Raking struts Safeda balleis 12mm dia : 17 x 1.5 = 25.5m metre 1.59 37.00 Qty taken for cost of using once after deducting for credit =

25.5x¼x¼ = 1.59 m

2204 CARRIAGE cum 0.581 100.11

Poling boards = 1.71 cum Walling = 0.30 cum

Raking struts 3.14/4x(0.125)^2 = 0.313 cum Total of carriage = 2.323 cum x¼ = 0.581 cum LABOUR:

0114 Beldar Day 1.00 247.00

9999 Sundries L.S. 34.06 1.49

Item Code: 2.18.3

Details of cost for an area 30m long and 1.5m deep-Area -30x 1.5m = 45 sqm.

MATERIALS

1198 Poling boards of 2nd class Kail wood planks cum 0.10688 25000.00 250x38mm : 45x0.038 = 1.71 cum = 1710 cudm

1197 Walling of Ilnd class kail wood in scantling cum 0.01875 25000.00 100x100mm : 30x0.10x0.10 = 0.30cum =300 cudm

0302 deducting for credit = 300x¼x¼ = 18.75 cudm metre 1.59 37.00

Raking struts Safeda balleis 12mm dia : 17 x 1.50 = 25.5m Qty taken for cost of using once after deducting for credit = 25.5x¼x¼ = 1.59 m

2204 CARRIAGE cum 0.581 100.11

Poling boards = 1.71 cum

Close timbering over areas :- Depth from 1.5 to 3 mtr.

(28)

Walling =0.30 cum.

Raking struts 3.14/4x(0.125)^2 = 0.313 cum Total of carriage = 2.323 cum x¼ = 0.581 cum LABOUR:

0114 Beldar Day 1.50 247.00

9999 Sundries L.S. 47.58 1.49

Item Code: 2.19

1198 Polling Boards of Second class kail wood in planks 90x0.038 = 3.42cum

Less @ 1/8 of qty cum 2.9925 25000.00

1197 Walling 100mmx100mm : 4x30m x0.1mx 0.1m = 1.20 cum

Less @ 1/8 of Qty as timber is suppose cum 1.05 25000.00

0302 Safeda ballies 125 mm diameter and 1.5m long) : 2x17x1.5=51m

Less @ 1/8 of Qty as tim metre 44.63 37.00

2204 CARRIAGE

Polling boards = 3.42cum Waling = 1.20 cum

Balli struts 3.14x4x(0 cum 2.675 100.11

Item Code: 2.20.1

MATERIALS:

The material can be used for four times on the same work and after use of material credit is given @ 75% of cost

Poling board of

1.50mx0.25mx0.038m

2x40x1.5x0.25x0.038 = 1.14cum = 1140 cudm Qty taken for cost of using once after deducting credit 1140x0.25x0.25=71.25 cudm or 0.07125 cum

Extra for planking, strutting and packing materials for cavities (in close timbering):

(29)

Walling 100mmx100m : 4x30mx0.10mx0.10m =1.20cum or 1200 cudm

Qty taken for cost of using once after deducting credit =1200 x 0.25 x 0.25 = 75 cudm or 0.075 cum

0302 Struts of Safeda ballies 125 mm diameter metre 3.18 37.00

2x17x1.50m=51m

Qty taken for cost of using once after deducting credit 51x0.25x0.25 = 3.18m

CARRIAGE :

Poling board : 1.14 cum Walling : 1.20 cum

Ballies struts - 3.14/4x(0.125)^2 : 0.63 cum Total of carriage = 2.97 x 1 / 4 = 0.74 cum

2204 Carraige of Timber cum 0.74 100.11

LABOUR:

0112 Carpenter 2nd class Day 0.25 273.00

0114 Beldar Day 0.50 247.00

9999 Sundries L.S. 19.76 1.49

Item Code: 2.20.2

MATERIALS:

Poling board of

1.50mx0.25mx0.038m

2x17x1.50m=51m

CARRIAGE :

(30)

LABOUR:

0114 Beldar Day 1.00 247.00

9999 Sundries L.S. 33.15 1.49

Item Code: 2.20.3

MATERIALS:

Poling board of

1.50mx0.25mx0.038m

2x17x1.50m=51m

CARRIAGE :

LABOUR:

0114 Beldar Day 1.75 247.00

9999 Sundries L.S. 46.67 1.49

Total: Add water charges @ 1% on 4622.78

(31)

Add C.P & OH @15% on 4669.01 Cost for 90.00 Sqm Rate per One Sqm: Rs 59.66

Item Code: 2.21.1

MATERIALS:

Poling board of

250mm wide and 38mm thick

6x0.25x1.50mx0.038m = 0.086 cum or 86 cudm Qty taken for cost of using once after deducting credit 86x0.25x0.25=5.3755 cudm or 0.0053755 cum

Walling 100mmx100m :

4x1.20mx0.10mx0.10m = 0.048cum or 48 cudm Qty taken for cost of using once after deducting credit =48 x 0.25 x 0.25 = 3 cudm or 0.003 cum

(4x1.0=4.0m) +(2x1.2=2.4) = 6.4m

Qty taken for cost of using once after deducting credit 6.4x0.25x0.25 = 0.40m

CARRIAGE :

Ballies struts - 3.14/4x(0.125)^2x6.4=0.079 cum Total of carriage = 0.213 x 1 / 4 = 0.053 cum

LABOUR:

0114 Beldar Day 0.06 247.00

9999 Sundries L.S. 1.82 1.49

Item Code: 2.21.2

Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete. - Depth not exceeding 1.5 m

Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete. - Depth exceeding 1.5 m but not exceeding 3 m

(32)

Code Description Unit Quantity Rate MATERIALS:

Poling board of

6x0.25x1.50mx0.038m = 0.086 cum or 86 cudm Qty taken for cost of using once after deducting credit 86x0.25x0.25=5.3755 cudm or 0.0053755 cum

(4x1.0=4.0m) +(2x1.2=2.4) = 6.4m

CARRIAGE :

LABOUR:

0114 Beldar Day 0.12 247.00

9999 Sundries L.S. 2.73 1.49

Item Code: 2.21.3

MATERIALS:

Poling board of

6x0.25x1.50mx0.038m = 0.086 cum or 86 cudm Qty taken for cost of using once after deducting credit

Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete. - Depth exceeding 3 m but not exceeding 4.5 m

(33)

86x0.25x0.25=5.3755 cudm or 0.0053755 cum

(4x1.0=4.0m) +(2x1.2=2.4) = 6.4m

CARRIAGE :

LABOUR:

0114 Beldar Day 0.20 247.00

9999 Sundries L.S. 3.64 1.49

Item Code: 2.22.1

MATERIALS:

Poling board of

40x1.50x0.25xx0.038 = 0.57 cum or 570 cudm Qty taken for cost of using once after deducting credit 570x0.25x0.25=35.625 cudm or 0.035265 cum

40x1.50 = 60m

CARRIAGE :

Poling board : 0.57 cum

Ballies struts - 40x 3.14/4x(0.125)^2=0.40 cum Total of carriage = 1.31 x 1 / 4 = 0.3275 cum

(34)

LABOUR:

0114 Beldar Day 0.25 247.00

9999 Sundries L.S. 19.76 1.49

Item Code: 2.22.2

MATERIALS:

Poling board of

40x1.50 = 60m

CARRIAGE :

LABOUR:

0114 Beldar Day 0.50 247.00

9999 Sundries L.S. 33.15 1.49

Item Code: 2.22.3

Open timbering over areas including strutting, shoring etc. complete.. - Depth exceeding 1.5 m but not exceeding 3 m

(35)

MATERIALS:

Poling board of

40x1.50 = 60m

CARRIAGE :

LABOUR:

0114 Beldar Day 0.88 247.00

9999 Sundries L.S. 47.58 1.49

Item Code: 2.23

MATERIALS: Poling board of

1.50mx0.25mx0.038m

2x40x1.5x0.25x0.038 = 1.14cum = 1140 cudm

Less @ 1/8 of Qty as timber is supposed to be used once before

1140 - 142.50 = 997.50 cudm or 0.9975 cum Walling 100mmx100mm :

4x30mx0.10mx0.10m =1.20cum or 1200 cudm

Less @ 1/8 of Qty as timber is supposed to be used once before

=1200 - 150 = 1050 cudm or 1.05 cum

2x17x1.50m=51m