Sahiwal 1-2023.pdf

Prepared & Compiled by Haroon Tahir
haroon.aro.fd@gmail.com
FINANCE DEPARTMENT
MRS, 1st BI-ANNUAL-2023 (01.01.2023 to 30.06.2023)
DISTRICT SAHIWAL

Ch.No. Chapter
1 Carriage 3 to 23
2 Loading, Unloading & Stacking 24 to 26
3 Earthwork (Excavation & Embankment) 27 to 33
4 Dismantling (Demolition) 34 to 38
5 Mortar. 39 to 40
6 Concrete 41 to 51
7 Brickwork 52 to 57
8 Stone Masonry 58 to 60
9 Roofing 61 to 67
10 Flooring. 68 to 74
11 Surface Rendering 75 to 79
12 Wood Work 80 to 91
13 Painting & Varnishing. 92 to 98
14 Lining of Canals 99 to 100
15 Sheet Piling 101 to 102
16 Protection & Diversion Work 103 to 112
17 Outlets 113 to 114
18 Road & Road Structure 115 to 124
19 Plumbing, Sanitary Installation & Gas Fittings 125 to 133
20 Surface Drainage. 134 to 135
21 Sewerage 136 to 140
22 Sinking of Wells 141 to 143
23 Tubewell & Water Supply 144 to 166
24 Electric Installation 167 to 202
25 Iron Work 203 to 211
26 Miscellaneous 212 to 216
27 Heating Ventilation & Air Conditioning 217 to 223
TABLE OF CONTENTS
Page No.

Chap-1 (Carriage) Page 3
1. CARRIAGE
Note: 1 Theratesareapplicableto carriageof material on paccaroadsonly.
For kacharoadsan allowanceof 25% extrashall beallowed for 2nd and subsequent mileage(Km) rates. Rate
upto 1st mile(1st Km) ishowever common to both kachaand paccaroads.
Note: 2 For hilly areas80% abovetheratesin theplain areasshall beallowed for total mileage(Km) covered.
Note: 3 In caseof articleslonger than 15 ft. (4.6 m) carried in trucks, thefollowing ratesshall beallowed:-
i) Above15 ft. to 25 ft. (4.6 to 7.6 m) :- Total ratesto bepaid for 15 ft. to 25 ft. (4.6 to 7.6 m) length will be1.5 timesof the
rategiven in theCompositeScheduleof Rates.
ii) Above25 ft. (7.6 m) :- Thetotal rateto bepaid for above25 ft. (7.6 m) length will be2 timesof therategiven in the
CompositeScheduleof Rates.
Thelength measured shall not betheactual length, but thelength of theform of consignment asactually
received.
Note: 4 Theterm 'mile' (Km) whenever used isto mean statutemile(Km).
Note: 5 Theratesincludeloading and unloading of material from theconveyanceand stacking asdirected.
Note: 6 Theratesfor carriageby boat or steamer shall bethesameasby any other mechanical meanson land.
Sr. Description Rate(British System) Rate(MetricSystem) Spec. Remarks
No. Unit of Unit of No.
M/ment Labour Composite M/ment Labour Composite
1 Carriageof 100 Cft. (2.83 cu.m) of all materialslikestone 16.1
aggregate, spawl, kankar lime(unslaked), surkhi, etc. or
150 Cft. (4.25 cu.m) of timber, by truck or by any other
meansowned by thecontractor.
1st chain (1st 30 m) Chain 288.95 30M 288.95
2nd chain (2nd 30 m) " 52.95 30M 52.95
3rd to 10th chain (60 to 300 m) " 33.05 30M 33.05
1000 to 3000 ft. (300 to 900 m) 1000 ft. 324.70 300 M 324.70
1st Km Km 305.40
2nd Km Km 145.65
3rd Km Km 114.10
4th Km Km 81.20
5th Km Km 75.85
6th Km Km 74.60
7th Km Km 69.60
8th Km Km 68.85
9th Km Km 64.75
10th Km Km 60.75
11th Kmsto 200Kms Km 52.20
201 Kmsto 250 Kms Km 3.25
251 Kms& susequent Kms Km 2.00
MRS, 1st BI-ANNUAL-2023 (01.01.2023 to 30.06.2023) DISTRICT SAHIWAL
Add 20% extra for the item
"Recouping of ReserveStock of stone
for Flood Protection Work in
Irrigation Department".

2 Carriageof 5 tonsof all material likecoal, stonelime 16.1 Cement carried in containersother
(unslaked), etc. B.G. Rail fastenings, pointsand crossing, than bagswill bepaid according to
BridgeGirders, pipes, sheets, Rail, M.S. bars, etc. etc. thisitem. Theword "pipes" covers
by truck or any other meansowned by thecontractor. G.I,C.I,R.C.C. and P.C.C.
1st chain (1st 30 m) Chain 288.95 30M 288.95
2nd chain (2nd 30 m) " 52.95 30M 52.95
3rd to 10th chain (60 to 300 m) " 33.05 30M 33.05
1000 to 3000 ft. (300 to 900 m) 1000 Ft. 324.70 300M 324.70
1st Km Km 305.40
2nd Km Km 145.65
3rd Km Km 114.10
4th Km Km 81.20
1st mile Mile 491.45
5th Km Km 75.85
2nd mile " 129.40
6th Km Km 74.60
3rd mile Mile 118.65
7th Km Km 69.60
4th mile " 109.20
8th Km Km 68.85
5th mile 101.55
9th Km Km 64.75
6th mile 95.55
10th Km Km 60.75
1 " 67.15
3 Carriageof 100 maundsof fuel wood by truck 16.1
or any other meansowned by thecontractor:
1st chain (1st 30 m) Chain 288.95 30 M 288.95
2nd chain (2nd 30 m) " 52.95 30 M 52.95
3rd to 10th chain (60 to 300 m) " 33.05 30 M 33.05
1000 to 3000 ft. (300 to 900 m) 1000 ft 324.70 300 M 324.70
1st Km Km 305.40
2nd Km Km 145.65
3rd Km Km 114.10
4th Km Km 81.20
5th Km Km 75.85
2nd mile " 129.40
6th Km Km 74.60
3rd mile " 118.65
7th Km Km 69.60
4th mile " 109.20
8th Km Km 68.85
5th mile " 101.55
9th Km Km 64.75
6th mile " 95.55

10th Km Km 60.75
7th mileand subsequent miles " 67.15
11th & subsequent Kms Km 52.20
4 Carriageof 1000 Nos. bricks10"x5"x3" (250x125x75 mm) ditto Reducetherateby 33% in caseof
or 1000 Nos. tiles12"x6"x2" (300x150x50 mm) by truck or carriageof 1000 Nos. tilessize
any other meansowned by thecontractor :- 12"x6"x1¼" (300 x 150 x 30 mm).
2nd chain (2nd 30 m) " 52.95 30 M 52.95
1000 to 3000 ft. (300 to 900 m) 1000 Ft 324.70 300 M 324.70
1st Km Km 305.40
2nd Km Km 145.65
3rd Km Km 114.10
4th Km Km 81.20
5th Km Km 75.85
2nd mile " 129.40
6th Km Km 74.60
3rd mile " 118.65
7th Km Km 69.60
4th mile " 109.20
8th Km Km 68.85
5th mile " 101.55
9th Km Km 64.75
6th mile " 95.55
10th Km Km 60.75
5 Carriageof 100 cft. (2.83 cu.m) of all material likestone, 16.1 Material trolly to besupplied by the
aggregate, spawl, kankar lime(unslaked), surkhi, etc. or Government and maintained and run
150 cft. (4.25 cu.m) of timber, by meansof material trolly. by thecontractor.
2nd chain to 10th chain (2nd 30 m to 300 m) " 52.95 30 M 52.95
1000 to 3000 ft. (300 to 900 m) 1000 Ft. 324.70 300 M 324.70
1st Km Km 250.45
2nd Km Km 193.75
3rd Km Km 106.95
4th Km Km 85.15
5th Km Km 75.45
2nd mile 155.30
6th Km Km 72.55
3rd mile 134.00
7th Km Km 61.60
8th Km Km 60.95
9th Km Km 57.25
6th mile 95.55
10th Km Km 53.70
7th mile and subsequent miles 67.15

6 Carriageof 5 tonsof all material likecoal, stonelime 16.1 Material trolly to besupplied by the
(unslaked), etc. B.G. Rail fastening, pointsand crossing, Government and maintained and run
Bridgegirders, pipes, sheets, Rail, M.S. bars, etc. etc. by by thecontractor.
meansof material trolly.
2nd chain (2nd 30 m) " 52.95 30 M 52.95
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 324.70 300 M 324.70
1st Km Km 250.45
2nd Km Km 193.75
3rd Km Km 106.95
4th Km Km 85.15
5th Km Km 75.45
6th Km Km 72.55
3rd mileand subsequent miles 134
7th Km Km 61.60
4th mile 109.20
8th Km Km 60.95
9th Km Km 57.25
10th Km Km 53.70
q
7 Carriageof 100 maundsof fuel wood, by meansof ditto Material trolly to besupplied
material trolly. by theGovernment and
1st chain (1st 30 m) Chain 288.95 30 M 288.95 maintained and run by the
2nd chain (2nd 30 m) " 52.95 30 M 52.95 contractor.
1000 to 3000 ft. (300 to 900 m) 1000 Ft 324.70 300 M 324.70
1st Km Km 250.45
2nd Km Km 193.75
3rd Km Km 106.95
4th Km Km 85.15
5th Km Km 75.45
2nd mile " 155.30
6th Km Km 72.55
3rd milesubsequent miles " 134.00
7th Km Km 61.60
4th mile 109.20
8th Km Km 60.95
5th mile 101.55
9th Km Km 57.25
6th mile 95.55
10th Km Km 53.70
8 Carriageof 1000 Nos. tiles12"x6"x2" (300x150x50 mm), ditto Material trolly to besupplied by the
by meansof material trolly. Government and maintained and run
1st chain (1st 30 m) Chain 288.95 30 M 288.95 by thecontractor.
2nd chain (2nd 30 m) " 52.95 30 M 52.95
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 324.70 300 M 324.70
1st Km Km 250.45

2nd Km Km 193.75 16.1
3rd Km Km 106.95
4th Km Km 85.15
5th Km Km 75.45
2nd mile " 155.30
6th Km Km 72.55
7th Km Km 61.60
4th mile 109.20
8th. Km 60.95
5th mile 101.55
9th Km Km 57.25
6th mile 95.55
10th Km Km 53.70
9 Carriageof 1000 No. bricks, 9"x4½"x3" ditto
(225x113x75 mm) or 8"x4"x4" (200x100x100
mm) (nominal)
2nd chain (2nd 30 m) " 51.50 30 M 51.50
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 265.84 300 M 265.84
1st Km Km 250.35
2nd Km Km 119.15
3rd Km Km 93.45
4th Km Km 67.00
5th Km Km 64.05
2nd mile " 106.05
6th Km Km 62.60
3rd mile " 100.40
7th Km Km 57.05
4th mile " 89.50
8th Km Km 56.40
5th mile " 83.20
9th Km Km 53.00
6th mile " 78.25
10th Km Km 49.70
10 Carriageof 1000 No. tiles9"x4½"x1½" 16.1
(225x113x38 mm).
2nd chain (2nd 30 m) " 26.15 30 M 26.15 16.1
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 160.59 300 M 160.59
1st Km Km 151.10

2nd Km Km 72.10
3rd Km Km 56.50
4th Km Km 40.15
5th Km Km 37.25
2nd mile " 64.05
6th Km Km 36.70
3rd mile " 58.25
7th Km Km 34.45
4th mile " 54.05
8th Km Km 34.10
5th mile " 50.20
9th Km Km 32.00
6th mile " 47.30
10th Km Km 30.10
11 Carriageof 1 Cwt. (50 Kg) cement in bags. ditto
2nd chain (2nd 30 m) " 0.65 30 M 0.65
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 3.20 300 M 3.20
1st Km Km 3.75
1st mile Mile 6.05
2nd Km Km 2.60
2nd mile " 2.00
3rd Km Km 1.15
4th Km and subsequent kilometers. Km 0.70
12 Carriageof 100 Nos. empty cement bagsincluding 16.1
bundling.
1st 1000 (300 m) ft. 0/00 Ft. 79.66 300 M 79.66
1000 to 3000 (300 to 900 m) ft. " 9.92 300 M 9.92
1st Km Km 9.20
1st mile Mile 14.80
2nd Km Km 10.60
2nd mileto 6th mile Mile 1.95
3rd Km Km 4.35
4th Km & subsequent Kms Km 4.20
13 Carriageof 100 (2.83 cu.m) cft. of Sarkandaor pilchi, frash ditto Previouslead of collection not
or brushwood, by boat or road :- to bededucted from thenext
lead of carriage.

2nd chain (2nd 30 m) " 52.95 30 M 52.95
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 133.40 300 M 133.40
1st Km Km 145.10
2nd Km Km 72.10
2nd mile " 180.90
3rd Km Km 56.50
3rd mile " 154.15
4th Km Km 40.15
4th mile " 114.75
5th Km Km 37.25
5th mile " 96.40
6th Km Km 36.70
6th mile 78.25
7th Km Km 34.45
7th mileand subsequent miles 55.10
8th Km Km 34.10
9th Km Km 32.00
10th Km Km 30.10
11th Km & subsequent Km 25.80
14 Carriageof light machinery weighing upto 3 tonne Ton Tonne ditto
upto 1000 ft. (300 metre) 0/00 ft. 965.14 300 M 965.14
Exceeding 1000 to 5000 ft (300 to 1500metre) 1000 ft. 233.85 " 233.85
1st Km Km 300.45
2nd Km Km 142.00
2nd mile " 102.25
3rd Km Km 98.80
3rd mile " 98.50
4th Km Km 65.55
4th mile " 80.40
5th Km Km 62.90
5th mile " 82.60
6th Km Km 60.50
6th mile " 64.90
7th Km Km 52.30
8th Km Km 52.05
9th Km Km 51.50
10th Km Km 41.20
11th Km & susequent Km 37.40

15 Carriageof small consignmentsweighing upto 5 maunds 16.1 For consignment weighing 5 to 10
(job rates) : maunds, ratebeincreased by 25%;
and for consignmentsweighing 10
Consig- to 20 maunds, ratebeincreased by
Upto 1000 ft. (300 metre) ment/ 78.38 Consign- 78.38 100%.
1000 ft. ment/
Exceeding 1000 to 3000 ft. (300 to 900 1000 ft. 53.75 300 M 53.75
metre)
1st Km Consign- 47.05
1st mile Consign- 75.70 ment/ Km
2nd Km ment/Mile 29.85
2nd mileand subsequent miles " 15.85 "
3rd Km & subsequent " 10.45
16 Carriageof consignmentsjob.
i) Cooly load for distance:-
Each Each
a) Upto 5 Km Consignment 98.40 Consignment 98.40
b) Above5 to 13 Km " 251.85 " 251.85
ii) Carriageof consignmentsodd jobs. Each Each
a) Donkey load for distanceupto 500 feet. Consignment 10.85 Consignment 10.85
b) Upto 1000 feet. " 16.45 " 16.45
c) Upto ½ Mile/ 0.8 Km " 20.80 " 20.80
d) Upto oneMile/ 1.6 Km " 26.00 " 26.00
e) Upto threeMiles/ 4.8 Km " 45.95 " 45.95
f) Exceeding 3 Miles/ 16 km " 82.25 " 82.25
Each Each
iii) Cart load for adistance:- Consign- Consig-
ment nment
a) upto 4 Miles/ 6.4 Km " 89.85 " 89.85
b) Exceeding 4 Miles(6.4 Km) to10 Miles(16 Km) " 163.55 " 163.55
iv) Camel load for adistance:-
a) upto 4 Miles/ 6.4 Km.) " 66.45 " 66.45
b) exceeding 4 to 12 mills(6.4 Km to 19.2 Km) " 100.75 " 100.75
17 Hirechargesof:- 1. Thisitem will beallowed with
prior concurrenceof Superintending
i) truck (10 Ton Capacity) Per 4000.00 Per 4,000.00 Engineer.
day day 2. Therateincludespay of driver
ii) tractor with trolly " 10736.00 " 1,000.00 and cleaner only. Therepairsshall
betheresponsibility of theowner
iii) tractor without trolly " 10736.00 " 800.00 and thecost of lubrication, fuel,

loading and unloading shall bepaid
by theborrower.
18 Carriageof bitumen, tar or other lubricants, in drums: 16.1
0 Kilometer to 100 Kilometers P.Ton 1,275.10
0 Kilometer to 200 Kilometers P.Ton 1,665.60
0 Kilometer to 250 Kilometers Per 80.60 P.Ton 1,935.60
251 to susequent Kilometers Ton P.Ton 14.95
2nd mile " 15.10
"
3rd mile 24.65
19 Carriageof Asbestoscement pipesBSSClass'B" with
comet joint and rubber ring, including loading, unloading
and stacking (rateper 100 Rft. (30 m pipes):-
i) 3" (75 mm) i/d pipes:-
2nd chain (2nd 30 m) " 2.10 30 M 2.10
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 12.80 300 M 12.80
1st Km Km 12.05
2nd Km Km 5.70
3rd Km Km 4.45
1st mile Mile 19.40
4th Km Km 3.20
2nd mile " 5.10
5th Km Km 3.00
3rd mile " 4.70
6th Km Km 2.90
4th mile " 4.30
7th Km Km 2.70
5th mile " 4.00
8th Km Km 2.65
6th mile " 3.75
9th Km Km 2.50
10th Km Km 2.35
11th Km & Susequent Km 2.30
ii) 4" (100 mm) i/d pipes:-
2nd chain (2nd 30 m) " 2.75 30 M 2.75
1000 to 9000 ft. (300 to 900 m) 0/00 Ft. 16.80 300 M 16.80

1st Km Km 15.80
1st mile Mile 25.40
2nd Km Km 7.50
2nd mile " 6.70
3rd Km Km 5.85
3rd mile " 6.15
4th Km Km 4.15
4th mile " 5.65
5th Km Km 3.90
5th mile " 5.25
6th Km Km 3.80
6th mile " 4.95
7th Km Km 3.55
8th Km Km 3.50
9th Km Km 3.30
10th Km Km 3.10
11th Km & subsequent Km Km 3.00
iii) 6" (150 mm) i/d pipes:-
2nd chain (2nd 30 m) " 4.10 30 M 4.10
1000 to 9000 ft. (300 to 900 m) 0/00 Ft. 25.20 300 M 25.20
1st Km Km 23.70
2nd Km Km 11.30
3rd Km Km 8.85
1st mile Mile 38.15
4th Km Km 6.30
2nd mile " 10.05
5th Km Km 5.85
3rd mile " 9.20
6th Km Km 5.75
4th mile " 8.45
7th Km Km 5.35
5th mile " 7.90
8th Km Km 5.25
6th mile " 7.40
9th Km Km 5.00
10th Km Km 4.65
iv) 8" (200 mm) i/d pipes:
2nd chain (2nd 30 m) " 6.95 30 M 6.95
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 42.60 300 M 42.60
1st Km Km 40.10

2nd Km Km 20.05
3rd Km Km 15.25
1st mile Mile 64.50
4th Km Km 10.85
2nd mile " 17.00
5th Km Km 10.10
3rd mile " 15.55
6th Km Km 9.95
4th mile " 14.35
7th Km Km 9.30
5th mile " 13.35
8th Km Km 9.10
6th mile " 12.55
9th Km Km 7.90
10th Km Km 2.60
v) 10" (250 mm) i/d pipes:-
2nd chain (2nd 30 m) " 9.35 30 M 9.35
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 57.25 300 M 57.25
1st Km Km 53.90
2nd Km Km 25.60
3rd Km Km 20.05
1st mile Mile 86.70
4th Km Km 14.20
2nd mile " 22.85
5th Km Km 13.25
3rd mile " 20.95
6th Km Km 13.05
4th mile Mile 19.25
7th Km Km 12.40
5th mile " 17.90
8th Km Km 12.25
6th mile " 16.85
9th Km Km 11.55
10th Km Km 10.85
vi) 12" (300 mm) i/d pipes:
2nd chain (2nd 30 m) " 12.15 30 M 12.15
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 74.45 300 M 74.45
1st Km Km 70.05
2nd Km Km 34.25
3rd Km Km 26.45

4th Km Km 18.50
5th Km Km 17.25
2nd mile " 29.70
6th Km Km 16.95
3rd mile " 27.20
7th Km Km 15.80
4th mile " 25.05
8th Km Km 15.65
5th mile " 23.30
9th Km Km 14.70
6th mile " 21.90
10th Km Km 13.75
vii) 16" (400 mm) i/d pipes:-
2nd chain (2nd 30 m) " 19.90 30 M 19.90
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 122.05 300 M 122.05
1st Km Km 114.80
2nd Km Km 55.00
3rd Km Km 42.85
4th Km Km 30.50
2nd mile " 48.65
5th Km Km 28.50
3rd mile " 44.60
6th Km Km 28.00
4th mile " 41.05
7th Km Km 26.15
5th mile " 38.20
8th Km Km 25.85
6th mile " 35.90
9th Km Km 24.30
10th Km Km 22.80
viii) 18" (450 mm) i/d pipes:-
2nd chain (2nd 30 m) " 25.60 30 M 25.60
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 156.85 300 M 156.85
1st Km Km 147.50
2nd Km Km 70.40
3rd Km Km 55.15

4th Km Km 39.25
2nd mile " 62.50
5th Km Km 36.65
3rd mile " 57.30
6th Km Km 36.05
4th mile " 52.75
7th Km Km 33.65
5th mile " 49.05
8th Km Km 33.25
6th mile " 46.15
9th Km Km 31.30
10th Km Km 29.35
ix) 20" (500 mm) i/d pipes:-
2nd chain (2nd 30 m) " 27.15 30 M 27.15
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 166.50 300 M 166.50
1st Km Km 156.60
2nd Km Km 74.70
3rd Km Km 58.50
4th Km Km 41.65
2nd mile " 66.35
5th Km Km 38.90
3rd mile " 60.85
6th Km Km 38.25
4th mile " 56.00
7th Km Km 35.70
5th mile " 52.10
8th Km Km 35.30
6th mile " 49.00
9th Km Km 33.20
10th Km Km 31.15
x) 24" (600 mm) i/d pipes:-
2nd chain (2nd 30 m) " 30.10 30 M 30.10
1000 to 5000 ft. (300 to 1500 m) 0/00 Ft. 184.50 300 M 184.50
1st Km Km 173.55
2nd Km Km 82.75
3rd Km Km 64.80
4th Km Km 46.65

2nd mile " 73.55
5th Km Km 43.05
3rd mile " 67.40
6th Km Km 42.35
4th mile Mile 62.05
7th Km Km 39.50
5th mile " 57.70
8th Km Km 39.10
6th mile " 54.30
9th Km Km 36.75
10th Km Km 34.45
20 Carriageof PVC pipesB.S.S. Class'B' including loading,
unloading and stacking (Rateper 1000 ft.) (300 metre) :-
2nd chain (2nd 30 m) " 4.10 30 M 4.10
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 25.15 300 M 25.15
1st Km Km 23.65
2nd Km Km 11.25
3rd Km Km 8.80
1st mile Mile 38.05
4th Km Km 6.25
2nd mile " 10.00
5th Km Km 5.85
3rd mile " 9.20
6th Km Km. 5.75
4th mile " 8.45
7th Km Km 5.40
5th mile Mile 7.85
8th Km Km 5.30
6th mile " 7.40
9th Km Km 4.95
10th Km Km 4.65
ii) 4" (100 mm) i/d pipes:-
2nd chain (2nd 30 m) " 6.30 30 M 6.30
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 38.70 300 M 38.70
1st Km Km 36.40
2nd Km Km 17.55

3rd Km Km 13.65
1st mile Mile 58.60
4th Km Km 9.60
2nd mile " 15.45
5th Km Km 8.95
3rd mile " 14.15
6th Km Km 8.80
4th mile " 13.00
7th Km Km 8.20
5th mile " 12.10
8th Km Km 8.10
6th mile " 11.40
9th Km Km 7.65
10th Km Km 7.15
2nd chain (2nd 30 m) " 8.60 " 8.60
3rd to 10th chain (60 to 300 m) " 5.40 " 5.40
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 52.80 300 M 52.80
1st Km Km 49.70
2nd Km " 23.85
3rd Km " 18.70
1st mile Mile 79.95
4th Km " 13.35
2nd mile " 21.05
5th Km Km. 12.25
3rd mile " 19.30
6th Km " 12.05
4th mile Mile 17.75
7th Km " 11.25
5th mile " 16.50
8th Km 11.10
6th mile " 15.55
9th Km 10.45
10th Km 9.80
11th Km & subsequent Kms 8.50
iv) 6" (150 mm) i/d pipes:
2nd chain (2nd 30 m) " 11.85 30 M 11.85
1000 to 3000 ft. (300 to 300 m) 0/00 Ft. 72.80 300 M 72.80
1st Km. Km. 68.50
2nd Km Km. 32.65

3rd Km Km. 25.60
4th Km Km. 18.20
2nd mile " 29.00
5th Km Km. 17.00
3rd mile " 26.60
6th Km Km. 16.75
4th mile " 24.50
7th Km Km. 15.60
5th mile " 22.75
8th Km Km. 15.45
6th mile " 21.40
9th Km Km. 14.50
10th Km Km. 13.60
11th Km & subsequent Kms Km. 11.70
v) 8" (200 mm) i/d pipes:-
2nd chain (2nd 30 m) " 20.80 30 M 20.80
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 127.65 300 M 127.65
1st Km Km 120.10
2nd Km Km 57.30
3rd Km Km 44.90
4th Km Km 31.95
2nd mile " 50.90
5th Km Km 29.80
3rd mile Mile 46.65
6th Km Km 29.35
4th mile " 42.95
7th Km Km 27.40
5th mile " 39.95
8th Km Km 27.10
6th mile " 37.55
9th Km Km 25.45
10th Km Km 23.85
vi) 10" (250 mm) i/d pipes:-
2nd chain (2nd 30 m) " 32.30 30 M 32.30
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 197.95 300 M 197.95
1st Km Km 186.20
2nd Km Km 88.85

3rd Km Km 69.55
4th Km Km 49.50
2nd mile " 78.90
5th Km Km 46.25
3rd mile " 72.35
6th Km Km 45.45
4th mile " 66.55
7th Km Km 42.45
5th mile " 61.95
8th Km Km 41.95
6th mile " 58.25
9th Km Km 39.50
10th Km Km 37.00
vii) 12" (300 mm) i/d pipes:-
2nd chain (2nd 30 m) " 45.45 30 M 45.45
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 278.70 300 M 278.70
1st Km Km 262.15
2nd Km Km 125.05
3rd Km Km 97.95
4th Km Km 69.75
2nd mile Mile 111.10
5th Km Km 65.10
3rd mile " 101.85
6th Km Km 64.00
4th mile " 93.70
7th Km Km 59.75
5th mile " 87.20
8th Km Km 59.10
6th mile " 82.00
9th Km Km 55.60
10th Km Km 52.10
viii) 14" (350 mm) i/d pipes:-
2nd chain (2nd 30 m) " 59.15 30 M 59.15
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 362.75 300 M 362.75
1st Km Km 341.20
2nd Km Km 162.75

3rd Km Km 127.50
4th Km Km 90.75
2nd mile " 144.60
5th Km Km 84.75
3rd mile " 132.60
6th Km Km 83.35
4th mile Mile 122.00
7th Km Km 77.75
5th mile " 113.50
8th Km Km 76.95
6th mile " 106.75
9th Km Km 72.35
10th Km Km 67.85
21 Carriageof PVC pipesB.S.S. Class'D' including loading,
unloading and stacking (Ratesper 1000 ft.):-
2nd chain (2nd 30 m) " 3.00 30 M 3.00
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 18.35 300 M 18.35
1st Km Km 17.30
2nd Km Km 8.25
3rd Km Km 6.45
1st mile Mile 27.80
4th Km Km 4.60
2nd mile " 7.30
5th Km Km 4.30
3rd mile " 6.70
6th Km Km 4.20
4th mile " 6.20
7th Km Km 3.95
5th mile " 5.75
8th Km Km 3.90
6th mile " 5.40
9th Km Km 3.65
10Km Km 3.45
ii) 2½" (63 mm) i/d pipes:-
2nd chain (2nd 30 m) " 4.65 30 M 4.65
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 28.60 300 M 28.60

1st Km Km 26.90
2nd Km Km 12.85
3rd Km Km 10.10
1st mile Mile 43.25
4th Km Km 7.20
2nd mile " 11.40
5th Km Km 6.70
3rd mile " 10.45
6th Km Km 6.60
4th mile " 9.60
7th Km Km 6.15
5th mile " 8.95
8th Km Km 5.90
6th mile " 8.40
9th Km Km 5.65
10Km Km 5.30
2nd chain (2nd 30 m) " 6.45 30 M 6.45
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 39.60 300 M 39.60
1st Km Km 37.25
2nd Km Km 17.80
3rd Km Km 13.95
1st mile Mile 59.95
4th Km Km 9.95
2nd mile " 15.80
5th Km Km 9.25
3rd mile " 14.45
6th Km Km 9.10
4th mile " 13.30
7th Km Km 8.50
5th mile Mile 12.40
8th Km Km 8.40
6th mile " 11.65
9th Km Km 7.80
10th Km Km 7.30
iv) 4" (100 mm) i/d pipes:-
2nd chain (2nd 30 m) " 10.70 30 M 10.70
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 65.55 300 M 65.55
1st Km Km 61.65
2nd Km Km 29.40

3rd Km Km 23.05
1st mile Mile 99.20
4th Km Km 16.40
2nd mile " 26.15
5th Km Km 15.30
3rd mile " 23.95
6th Km Km 15.05
4th mile " 22.05
7th Km Km 14.10
5th mile " 20.50
8th Km Km 13.85
6th mile " 19.30
9th Km Km 13.05
10th Km Km 12.20
v) 5" (125 mm) i/d pipes:-
2nd chain (2nd 30 m) " 16.00 30 M 16.00
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 97.95 300 M 97.95
1st Km Km 92.15
2nd Km Km 43.95
3rd Km Km 34.45
4th Km Km 24.50
2nd mile " 39.05
5th Km Km 22.90
3rd mile " 35.80
6th Km Km 22.50
4th mile " 32.95
7th Km Km 21.00
5th mile " 30.65
8th Km Km 20.80
6th mile 28.85
9th Km Km 19.55
10th Km Km 18.25
vi) 6" (150 mm) i/d pipes:-
2nd chain (2nd 30 m) " 23.00 30 M 23.00
1000 to 3000 ft. (300 to 900 m) 0/00 Ft. 141.15 300 M 141.15
1st Km Km 132.75
2nd Km Km 63.30

3rd Km Km 49.60
4th Km Km 35.30
2nd mile 56.25
5th Km Km 32.95
3rd mile 51.60
6th Km Km 32.40
4th mile 47.45
7th Km Km 30.25
5th mile 44.15
8th Km Km 29.90
6th mile 41.55
9th Km Km 28.15
10th Km Km 26.40
22 Hand shunting loaded Railway wagonsor
trucks:-
a) upto ¼ mile/ ¼ Km Each 448.95 Each 280.60
b) upto ½ mile/ ½ Km No 812.75 No 507.95
c) upto ¾ mile/ ¾ Km " 1097.30 " 685.80
d) upto 1 (1.6 Km) mile " 1305.75 " 816.10
e) 2nd mileand subsequent miles/ Each Each
2nd and subsequent kilometres No/Mile 864.35 No/Km 540.20
23 Hand shunting empty Railway wagonsor trucks.
a) upto ¼ mile/ ¼ Km Each 260.40 Each 162.75
b) upto ½ mile/ ½ Km No. 431.50 No. 269.70
c) upto ¾ mile/ ¾ Km " 569.05 " 355.65
d) upto 1 mile/ 1 Km " 683.00 " 426.90
e) 2nd mileand subsequent miles/ Each Each
2nd and subsequent kilometres No/Mile 424.40 No/Km 265.25

Chap-2 (Loading/Unloading) Page 24
2. LOADING, UNLOADING & STACKING
1 The rate for loading into and unloading from mobile trucks, trollies and boats, etc. will be the same as for Railway wagons.
Sr. Description Rate (British System) Rate (Metric System) Spec. Remarks
No. No.
Unit Labour Composite Unit Labour Composite
1 Loading or unloading into or from Railway wagons, lead 100 Cft. 1108.80 cu.m 391.65
within one chain, (30m) shingle, sand, ballast, surkhi, ashes,
kankar, brick bats, coal, lime or 1,000 Nos. tiles size
12"x6"x2" (300x150x50 mm) or 9"x4½"x1½"
(225x113x37mm) properly laid & stacked.
2 Loading or unloading bricks into or from Railway wagons
laid and stacked, lead within one chain:-
a) Bricks 10" (250 mm) size. 1000 Nos. 1386.00 1000 Nos. 1386.00
b) Bricks 9" (225 mm) or smaller size. ditto 1108.80 ditto 1108.80
3 Loading or unloading into or from Railway wagons cement 100 Bags 1386.00 100 Bags 1386.00
in bags (from inside or outside the godown) and stacking
within one chain (30 m)
4 Loading or unloading into or from Railway wagons empty 100 Nos. 133.05 100 Nos. 133.05
cement bags (from inside or outside the godown) and
stacking.
5 Loading or unloading into or from Railway wagons (from 100 Mds. 831.60 100 Kg 22.30
inside or outside the godown) and stacking, white lime in
bags.
6 Loading or unloading into or from Railway wagons Per 665.30 Per 654.75
Structural Steel, R.S. joists, broad, narrow or meter gauge Tonne Tonne
rail and rail fastenings, etc.
7 Loading or unloading 45 gallon (204.57 Litres) drums full Each 83.15 Each 83.15
into or from Railway wagons, lead upto one chain.
8 Loading or unloading packages of all sorts, upto one Cwt Each 41.60 Each 41.60 Except cement in jute or
(50 Kg). paper bags.
9 Loading or unloading sleepers other than wooden,
including stacking lead within one chain:-
a) Broad gauge sleepers 100 Nos. 2772.00 100 Nos. 2772.00
b) Metre gauge and narrow gauge sleepers. ditto 1386.00 ditto 1386.00

No. No.
10 Loading or unloading timber logs or timber for shuttering, Per 346.5 Per 341.05
into or from Railway wagons of any gauge, including Ton Tonne
stacking lead within one chain (30 m)
11 Loading or unloading bhoosa in Railway wagons lead upto 100 Mds. 3326.4 100 Kg 89.1
150 ft. (45 m)
12 Loading or unloading timber scrap or wooden plugs, into or Per 554.40 Per 545.65
from Railway wagons, and stacking within one chain lead. Ton Tonne
13 Loading or unloading pitching stone or spawl from Railway 100 Cft. 410.25 cu.m 144.90
wagons of any gauge (including clearing 5 ft. (1500 mm)
away from the rail).
14 Loading or unloading building stone (including clearing 5 ft. 100 Cft. 532.20 cu.m 188.00
(1.5 m) away from rails).
15 Unloading oil, bitumen tar, etc.
a) Crude oil (to be pumped from tank wagon into tank). 1000 1386.00 100 30.50
Gallon litres
b) Crude oil (drained by gravity). 1000 1386.00 100 30.50
Gallon litres
c) Crude oil materials from railway wagons. 100 Cft. 177.40 cu.m 62.65
d) Fuel oil from tank into empty drums, including Per 492.80 Per 485.00
stacking within one chain (30 m). Ton Tonne
e) Petrol (2 gallon tin) 100 Nos. 698.55 100 Nos. 698.55 The rate includes checking
and weighing the tins.
f) Kerosene oil (4 gallon tin) 100 Nos. 1386.00 100 Nos. 1386.00
16 Removing and stacking within one chain
(30 m) lead:
a) Stone, spawl, brick bats, shingle, sand, lime, 100 Cft. 554.40 cu.m 195.80
surkhi, ashes, kankar and coat, etc.
b) Bricks. 1000 Nos. 1478.40 1000 Nos. 1478.40
c) Broad gauge wooden sleepers. 100 Nos. 887.05 100 Nos. 887.05
d) Metre gauge or narrow gauge wooden sleepers. 100 Nos. 528.00 100 Nos. 528.00
e) Rails girders, pipes, cement etc. Per 246.40 Per 242.50
Ton Tonne

No. No.
f) Bridge and crossing timbers, etc. 100 No. 2956.80 100 No. 2956.80
17 Loading into wagons girders, rails, permanent way Per 554.40 Per 545.65
material (except wooden sleepers) iron work, M.S. bars, Ton Tonne
pipes, etc. including lead one chain (30 M) and stacking
inside wagons.
18 Unloading from wagons girders, rails, permanent way Per 316.80 Per 311.80
material (except wooden sleepers) iron work, M.S. bars, Ton Tonne
pipes, etc. lead upto one chain (30 m) but excluding
stacking.
19 Loading into wagons wooden broad gauge sleepers, 100 Nos. 2217.60 100 Nos. 2217.60
including one chain (30 m) lead and stacking,.
20 Unloading wooden broad gauge sleepers from wagons, 100 Nos. 1056.00 100 Nos. 1056.00
including one chain (30 m) lead and stacking.
21 Loading metre gauge or narrow gauge wooden sleepers, 100 Nos. 1108.80 100 Nos. 1108.80
including one chain (30 m) lead and stacking inside
wagons.
22 Unloading metre gauge or narrow gauge wooden sleepers, 100 Nos. 583.60 100 Nos. 583.60
including one chain (30 m) lead but excluding stacking.
23 Loading bridge and crossing timbers, including one chain 100 Nos. 4435.20 100 Nos. 4435.20
(30 m) lead and stacking.
24 Unloading bridge and crossing timbers, including one 100 Nos. 2217.60 100 Nos. 2217.60
chain (30 m) lead but excluding stacking.
25 Loading or unloading bitumen, asphalt or tar in drums, into Per 332.65 Per 327.40
or from railway wagons, lead upto one chain (30 m). Ton Tonne

Chap-3 (Earthwork) Page 27
1 Special allowancesfor thehardness, wetnessand slush:-
Thegrant of allowancesfor hard, very hard, wet and slush will besubject to Superinteding Engineer'sapproval. Specific instructionsregarding grant of such
allowancesmay beissued by thevariousAdministrativeDepartmentsand Statutory Bodies. Theearth requiring repeated blowsof Kassi to break it and of
which dry bulk density isnot lessthan 1.5, will betreated ashard.
2 Deduction for shrinkagefrom bank measurements:-
Thefollowing allowancesshould beprovided for material which isnot rammed, or equally consolidated:-
a) Deduction for shrinkagefrom thebank measurementswhen theearthwork isdoneby manual labour.......... 10%
b) Deduction for settlement from thebank measurement when theearthwork isdoneby machines................... 3 to 6%
Beforethework islet out to bedoneby tractors, scrapers, etc. deduction ranging between 3% to 6% should beagreed to with thecontractors.
1 Earthwork excavation undressed lead upto asinglethrow 17.1 to 17.5
of Kassi, phaorah or shovel:-
a) In ashes, sand, soft soil or silt clearance. 1000 Cft. 4,158.00 -- cu.m 146.85 --
b) In ordinary soil. 1000 Cft. 4,989.60 -- cu.m 176.25 --
2 Earthwork excavation in ashes, sand and soft soil or silt 1000 Cft. 6,098.40 -- cu.m 215.40 -- ditto
clearance, undressed lead upto 50 ft (15 metre).
3 Bed clearanceand dressing slopesof drainsto required ditto Therateisapplicablewheretheearth
sectionsincluding theremoval of weeds, roots, etc. of thebed to beremoved isof the
disposal of excavated materialswithin 50 ft. (15 metre) lead. typeof ordinary soil. When it issilt or
a) Excavated material undressed. 1000 Cft. 7,761.60 -- cu.m 274.15 -- 1 or 2 above, whichever isapplicable.
b) Excavated material dressed in thespecified manner. 1000 Cft. 8,377.25 -- cu.m 295.90 -- thedrainsof each category.
4
a) Ordinary soil 1000 Cft. 7,761.60 - cu.m 274.15 -
b) Hard soil 1000 Cft. 9,535.70 - cu.m 336.80 -
5 Earthowrk in ordinary soil for embankmentslead upto 100 *411-1 to Therateincludeshirechargesof
ft. (30 m), including ploughing and mixing with bladegrade 411-13 and machinery, cost of fuel, lubricants, pay
or disc harrow or other suitableequipment, and 301-1 & of driver and cleaner. Theratealso
compaction by mechanical meansat optimum moisture 202-3 includesclearing and grubbing
content and dressing to designed section, completein all wherenecessary.
respects:-
i) 95% to 100% maximum modified AASHTO dry density. 1000 Cft. 8,454.35 9,963.35 cu.m 298.60 351.90
ii) 90% maximum modified AASHTO dry density. 1000 Cft. 8,454.35 9,728.30 cu.m 298.60 343.60
iii) 85% maximum modified AASHTO dry density. 1000 Cft. 8,454.35 9,493.25 cu.m 298.60 335.30
6 Regular excavation dressed. 1000 Cft. 5,726.70 -- cu.m 202.25 -- *411-2
7 Earthwork excavation in open cutting upto 5'-0" (1.5 m) 17.1 to
depth for storm water channels, drains, sullagedrainsin 17.5
open areas, roads, streets, lanes, including under pinning of
wallsand shoring to protect existing works, shuttering and
timbering thetrenches, dressed to designed level and
dimensions, trimming, removal of surfacewater from
trenches, back filling and surplusexcavated material
disposed of and dressed within 50 ft. (15 m) lead:-
3. EARTHWORK (EXCAVATION & EMBANKMENT)
Borrowpit excavation undressed lead upto 100 ft (30 metre).

i) ordinary 1000 Cft. 9,731.05 9,852.50 cu.m 343.70 348.00
ii) hard 1000 Cft. 11,505.10 11,626.55 cu.m 406.35 410.65
iii) very hard 1000 Cft. 13,390.10 13,511.50 cu.m 472.95 477.25
iv) gravel & shingle 1000 Cft. 22,492.80 22,614.25 cu.m 794.45 798.75
8 Earthwork excavation in open cutting 5.01 ft. (1.5 m) to ditto
10.0 ft. (3.0 mm) depth for storm water channels, drains,
sullagedrainsin open areas, roads, streets, lanes, including
under pinning of wallsand shoring to protect existing works,
shuttering and timbering thetrenches, dressed to designed
level and dimensions, trimming, removal of surfacewater
from trenches, back filling and surplusexcavated material
disposed of and dressed within 100 ft. (30 m) lead:-
i) ordinary 1000 Cft. 10,544.15 10,785.70 cu.m 372.40 380.95
ii) hard 1000 Cft. 12,318.25 12,559.80 cu.m 435.10 443.60
iii) very hard 1000 Cft. 14,203.20 14,444.75 cu.m 501.65 510.20
iv) gravel & shingle 1000 Cft. 24,414.70 24,656.30 cu.m 862.35 870.85
9 Excavation in shingleor gravel formation and rock, not 17.1 to 17.5
requiring blasting, undressed lead upto 100 ft (30 m).
i) Dry 1000 Cft. 21,067.20 -- cu.m 744.10 --
ii) Wet 1000 Cft. 24,393.60 -- cu.m 861.60 --
iii) In flowing water 1000 Cft. 31,046.40 -- cu.m 1,096.55 --
10 Earthwork excavation in irrigation channels, drains, etc. to
designed section, gradesand profiles, excavated material ditto
disposed off and dressed within 50 ft. (15 m) lead:-
i) ordinary 1000 Cft. 8,880.95 -- cu.m 313.70 --
ii) hard 1000 Cft. 10,655.05 -- cu.m 376.35 --
iii) very hard 1000 Cft. 12,540.00 -- cu.m 442.90 --
iv) gravel & shingle 1000 Cft. 22,197.10 -- cu.m 784.00 --
11 Excavation in rock dressed to designed section, gradesand
profiles, excavated material disposed off within 100 ft. (30 m) 17.1 to 17.5 Toolsand plantsshall betheliability
and lift upto 5'-0" (1.5 m). of thecontractor.
a) Soft rock, slate, shale, schist lateritework, with pick and 1000 Cft. 21,120.00 -- cu.m 745.95 --
crow bar.
b) Medium hard rock, requiring occasional blasting. 1000 Cft. 34,596.65 35,230.25 cu.m 1,221.95 1,244.35
12 a) Excavation in hard rock requiring blasting and disposal
of excavated material (blasted material) upto 50 ft. (15 17.1 to 17.5 1) Toolsand plantsrequired shall be
m) lead, (including dressing and leveling to designed theliability of theContractor
section,etc. complete).
i) GradeI 1000 Cft. 20,264.65 20,898.25 cu.m 715.75 738.15 2) Reducetherateby 8% if the
ii) GradeII 1000 Cft. 22,049.30 23,105.30 cu.m 778.80 816.10 excavated section isnot dressed or
iii) GradeIII 1000 Cft. 26,410.55 27,677.75 cu.m 932.80 977.60 levelled to designed section.
iv) GradeIV 1000 Cft. 29,383.20 30,861.60 cu.m 1,037.80 1,090.05
v) GradeV 1000 Cft. 32,450.90 34,140.50 cu.m 1,146.15 1,205.85
vi) GradeVI 1000 Cft. 34,869.10 36,769.90 cu.m 1,231.60 1,298.70
b) Excavation in hard rock requiring blasting, but blasting
prohibited, and disposal of excavated material within 50 17.1 to 17.5 1) Toolsand plantsrequired shall be
ft. (15 m) lead (including dressing and levelling to theliability of thecontractor.
designed section, etc. complete):-

i) GradeI 1000 Cft. 40,529.30 41,796.50 cu.m 1,431.50 1,476.25 2) Reducetherateby 8% if the
ii) GradeII 1000 Cft. 44,098.55 46,210.55 cu.m 1,557.55 1,632.15 excavated section isnot dressed or
iii) GradeIII 1000 Cft. 52,821.10 55,355.50 cu.m 1,865.65 1,955.15 levelled to designed section.
iv) GradeIV 1000 Cft. 58,766.40 61,723.20 cu.m 2,075.65 2,180.05
v) GradeV 1000 Cft. 64,901.75 68,280.95 cu.m 2,292.35 2,411.70
vi) GradeVI 1000 Cft. 69,738.25 73,539.85 cu.m 2,463.15 2,597.45
13 Rehandling of earthwork:
a) Lead upto asinglethrow of Kassi, phaorah or shovel 1000 Cft. 2,772.00 -- cu.m 97.90 -- ditto
b) Upto alead of 50 ft. (15 m). 1000 Cft. 3,880.80 -- cu.m 137.05 --
14 Rehandling of gravel work or excavated rock, 1000 Cft. 11,088.00 -- cu.m 391.65 -- 17.1 to 17.5
lead upto 50 ft.( 15 m)
15 Filling, watering and ramming earth under floors:- ditto
i) with surplusearth from foundation, etc. 1000 Cft. 5,559.85 -- cu.m 196.35 --
ii) with new earth excavated from outside, 1000 Cft. 12,116.55 -- cu.m 427.95 --
lead upto onechain (30 m).
16 Extrafor every 50 ft. (15 m) additional lead or part thereof :- Thisrateshall beapplicableupto
1000 ft. total distance, including the
i) for earhtwork soft, ordinary, hard and very hard. 1000 Cft. 99.90 -- cu.m 3.55 -- lead covered in theitem of earthwork
ii) for gravel, shingleor rock. 1000 Cft. 118.85 -- cu.m 4.20 --
17 Transportation of earth all typeswhen thetotal distance, Thisratewill bepaid inaddition to the
including thelead covered in theitem of work, ismorethan rateof earthwork, without deducting
1000 ft. (300 m) thelead covered in theitem of
a) upto ¼ mile(400 m). 1000 Cft. 4,472.30 -- cu.m 157.95 -- earthwork
b) for every 330 ft. (100 m) additional lead or part thereof,
beyond ¼ mile(400 m) upto onemile. (1.6 Km.) 1000 Cft. 36.85 -- cu.m 1.30 --
c) for every ¼ mile(400 m) additional lead or part thereof,
beyond onemile (1.6 Km.) upto 5 mile(8 Km). 1000 Cft. 323.50 -- cu.m 11.45 --
d) for every ½ mile(800 m) additional lead
or part thereof, beyond 5 miles(8 Km). 1000 Cft. 305.45 -- cu.m 10.80 --
18 Dressing and levelling of earhtwork to designed section, etc. 17.10 to 17.5
complete:-
a) Ashes, sand, silt or soft soil. 1000 Cft. 356.95 -- cu.m 12.60 --
b) Ordinary or hard soil. 1000 Cft. 692.75 -- cu.m 24.45 --
c) Gravel work or soft rock not requiring 1000 Cft. 1,673.75 -- cu.m 59.10 --
blasting.
19 Dowel dressing. Per 325.60 -- Metre 10.70 -- ditto Thisrateisin addition to payment for
Chain dressed earhtwork.
20 a) Dressing slopesof banksor ground surface. 100Sft. 145.20 -- sq.m 15.60 -- ditto To bepaid only when exclusively
dressing isdoneand no earthwork is
carried out in embankment or cutting.

b) Dressing of earthwork (doneby machinery or otherwise 100Sft. 260.70 -- sq.m 28.05 -- i) Thesurfaceareadressed isto be
and left undressed) to designed section. taken for measurement.
ii) Theitem isapplicablewherethe
dressing isdoneby thecontractor
other than theonewho executed the
work.
21 Excavation in foundation of building, bridgesand other
structures, including dagbelling, dressing, refilling in layersaround 17.1 to 17.5
structurewith excavated earth, watering and ramming lead compositerateby Rs720/- P.%0 Cft or
upto onechain (30 m)lift upto 5 ft (1.5m). Rs25.50/- P.Cu.m and surplusearth will
1) By Manual beadjusted accordingly.
i) in sand, ashesor loosesoil 1000 Cft. 9,989.75 -- Cu.m 352.85 --
ii) in ordinary soil. 1000 Cft. 11,658.25 -- Cu.m 411.75 --
iii) in hard soil or soft murum. 1000 Cft. 13,046.90 -- Cu.m 460.80 --
2) a) By Excavator
i) Sand,ashesor loosesoil Per %0Cft 3,326.40 5,301.05 Cu.m 117.35 187.00
ii) Ordinary soil Per %0Cft 6,098.40 8,191.70 Cu.m 215.15 289.00
iii) Hard soil or Soft murum Per %0Cft 6,375.60 9,048.00 Cu.m 224.95 319.20
c) Lift above15 ft (4.5 m):-
22 Cutting hard rock such asgranite, ballast, hard limestoneor 1000 Cft. 90,847.70 100,326.60 cu.m 3,208.75 3,543.55 17.1 to 17.5 Toolsand plantsrequired shall bethe
sand stone, etc. with chiselsand hammers, for small liability of thecontractor.
foundations.
23 Extrafor excavation requiring shoring. 1000 Cft. 1,478.40 1,884.95 cu.m 52.20 66.60 17.1 to 17.5 Compositerateincludesmaterials,
i.e. plank, etc.
24 Compaction of earthwork (soft, ordinary or hard soil) :- ditto
a) Mixing, moistening earth to optimum moisturecontent 1000 Cft. 1,308.40 -- cu.m 46.20 --
in layersfor compaction, etc. complete.
b) Compaction by rolling with animal driven
roller/hand rammed:
i) soft or sandy soil 1000 Cft. 1,663.20 -- cu.m 58.75 --
1) Theratedoesnot includehire
ii) ordinary soil 1000 Cft. 1,940.40 -- cu.m 68.55 -- chargesof theroller.
2) Roller to be'supplied by
iii) hard soil 1000 Cft. 2,217.60 -- cu.m 78.35 -- Government
iv) admixtureof shingle 1000 Cft. 2,494.80 -- cu.m 88.10 --
c) Ramming earthwork (all typesof soil). 1000 Cft. 1,663.20 -- cu.m 58.75 --
If refilling isnot required, reducelabor and
b) Lift from 5ft (1.5m) to15 ft (4.5 m):-

d) Ramming earhtwork behind retaining walls. 1000 Cft. 2,217.60 -- cu.m 78.35 --
25 Compaction of earthwork with power road roller, including 17.1 (a)
ploughing, mixing, moistening earth to optimum moisture *411-5 and Theratealso includeshirechargesof
content in layers, etc. complete: 202-3 machinery, cost of fuel, lubricant, pay
of driver and cleaner, etc.
i) 95% to 100% maximum modified AASHTO dry density. 1000 Cft. -- 1,509.00 cu.m - 53.30
ii) 90% maximum modified AASHTO dry density. 1000 Cft. -- 1,273.95 cu.m - 45.00
iiii) 85% maximum modified AASHTO dry density. 1000 Cft. -- 1,038.90 cu.m - 36.70
26 Extrafor wet earthwork. 1000 Cft. 3,880.80 -- cu.m 137.05 - 17.1 to 17.5 That will support aman'sweight.
27 Extrafor slush or Daldal including dewatering. 1000 Cft. 8,870.40 -- cu.m 313.30 - 17.1 to 17.5 That will not support aman'sweight.
28 Extrafor puddling. 1000 Cft. 6,945.85 -- cu.m 245.35 - ditto
29 Earthwork on small rain water drains, along canal banks, 100 Rft. 1,053.35 -- Metre 34.55 - ditto
roadsand plantation drains, dressed, etc. complete.
30 Filling and compacting soil, earth and bouldersbehind 1000 Cft. 9,979.20 -- cu.m 352.45 -- 17.1 to 17.5
retaining walls(including excavation of soil and lead upto 50
ft.( 15 m).
31 Dag bailing 3" (75 mm) deep. Per mile 4,137.15 -- Per 2,571.25 -- ditto Dag bailing for layout of borrow pit, to
Km bedoneby contractorsat their own
cost.
32 Turfing slopesof banksor lawnswith grasssodsincluding 100Sft. 1,848.00 -- sq.m 198.85 -- ditto
ploughing, laying, setting and watering (Turf got from within a
distanceof 5 miles(8 Km.) and maintenancefor 15 days).
33 Berm cutting:- 17.1 to 17.5
a) lead upto asinglethrow of Kassi, phaoraor shovel 1000 Cft. 4,989.60 -- cu.m 176.25 --
(without dressing).
b) upto 50 ft(15 m)lead (including dressing). 1000 Cft. 8,880.95 -- cu.m 313.70 --
34 Berm trimming both sidesof channels:- 17.1 to 17.5
a) upto 3½ ft. (1.06 m) depth. Per Mile 12,953.60 -- Per Km. 8,096.00 --
b) exceeding 3½ ft. to 5 ft. (1.06 to 1.5 m) depth. Per Mile 18,352.40 -- Per Km. 11,470.25 --
c) exceeding 5 ft. to 8 ft. (1.5 to 2.4 m) depth Per Mile 28,525.20 -- Per Km. 17,828.25 --
35 Ploughing and levelling borrowpits. ditto Areaploughed to bemeasured.
i) upto 3 ft. (0.9 m) depth. Per Acre 2,772.00 -- Per Hect. 6,849.75 --
ii) above3 ft. (0.9 m) depth. Per Acre 5,544.00 -- Per Hect. 13,699.50 --

36 Making boundary or serviceroads, including dag-belling, ditto
leveling and dressing:
i) in unploughed land:
a) from 10.0 ft. to 20.0 ft. (3 to 6 m) wide. Per Chain 1,390.40 -- Metre 45.60 --
b) from 20.1 ft. to 40.0 ft. (6.10 to 12 m) wide. Per Chain 1,856.80 -- Metre 60.90 --
ii) in ploughed land:
a) from 10.0 ft. to 20.0 ft. (3 to 6 m) wide. Per Chain 1,427.80 -- Metre 46.85 --
b) from 20.1 ft. to 40.0 ft. (6.10 to 12 m) wide. Per Chain 1,894.20 -- Metre 62.15 --
37 Earthwork by boats, including hireof boats:- 17.1 to 17.5 For ordinary soil.
i) Digging and loading into boats, upto 50 ft. (15 m) lead. 1000 Cft. 8,316.00 -- cu.m 293.70 --
ii) Carriageby boatsupto 10 chains(300 m). 1000 Cft. 2,052.25 -- cu.m 72.50 --
iii) Extrafor every additional onechain (30 m) or part 1000 Cft. 221.75 -- cu.m 7.85 --
thereof beyond 10 chains(300 m).
iv) Unloading earth from boats. 1000 Cft. 3,880.80 -- cu.m 137.05 --
38 Unloading earth from B.G. trucksand clearing 5 ft. (1.5 m) 1000 Cft. 3,326.40 -- cu.m 117.50 -- 17.1 to 17.5
from rail.
39 Earthwork by tramway, digging and loading in trucks, upto 50 1000 Cft. 7,761.60 -- cu.m 274.15 -- 17.1 to 17.5
ft. (15 m) lead.
40 Unloading earth from B.G. trucksand spreading upto 1000 Cft. 6,237.00 -- cu.m 220.30 -- ditto
15 ft. (4.5 m) from rail.
41 Supplying clean and screened river or pit sand within 5 100Cft. 1,029.30 1,057.30 cu.m 363.55 373.45 ditto Therateincudes:-
chains(150 m). i) removal of top crust of earth
over burden
ii) royalty to thegovernment or cost
to theprivateowner.
42 Earth work excavation in open cutting for sewersand manholesas 17.1 to 17.5 Theratedoesnot includeback filling
shown in drawing including shuttering of wooden vertical planks, struts **13.1 &13.4 after laying of sewer, which ispayable
and beams, dressing to correct section and dimension separately.
according to templatesand levelsand removing surfacewater in all
typesof soil except shingle, gravel and rock.
i) 0 ft. to 7.0 ft. (0 to 2.10 m) depth 1000 Cft. 8,732.75 12,836.55 cu.m 308.45 453.40
ii) 7-01 ft. to 15.0 ft. (2.15 to 4.5 m) depth 1000 Cft. 13,663.30 18,457.30 cu.m 482.60 651.90
iii) above15.0 ft. (4.5 m) depth 1000 Cft. 14,995.20 19,524.75 cu.m 529.65 689.60
43 Earthwork excavation of trenchesin open cutting for sewers 17.1 to 17.5 Theratedoesnot includeback filling
and manholechambers, etc. below sub-soil water level to **13.3 & after laying of sewer, which ispayable
correct section and dimensionsaccording to templatesand 13.5 separately.
levels, including shoring, timbering and shuttering of M.S.
sheetson both sidesof thetrenches:
If wooden planks, beams and struts are not
used at site, the composite rates may be
reduced by 31.5%, 25.7% & 23.2%,
respectively for i), ii) &iii).

i) 0 ft. to 4.0 ft. (0 to 1.20 m) depth below SSWL. 1000 Cft. 13,125.20 18,732.15 cu.m 463.60 661.60
ii) 4.01 ft. to 8.0 ft. (1.22 to 2.4 m) depth below SSWL. 1000 Cft. 16,408.05 24,241.65 cu.m 579.55 856.20
iii) Exceeding 8 ft. (2.4 m) depth below SSWL. 1000 Cft. 24,612.05 33,354.75 cu.m 869.30 1,178.10
44 Excavation of trenchesin all kindsof soil, except cutting 1000 Cft. 8,321.30 -- cu.m 293.90 -- 17.1 to 17.5 Theratedoesnot includeback filling
rock, for watersupply pipelinesupto 5 ft. (1.5 m) depth **8.1 after laying of pipeline, which is
from ground level, including trimming, dressing sides, payableseparately.
leveling thebedsof trenchesto correct gradeand cutting
pitsfor joints, etc. completein all respects.
45 Cutting and removing treeswithin adistanceof 100 ft. (30 m)
a) upto 2½ ft. (760 mm) girth. Each 1,663.20 -- Each 1,663.20
b) above2½ ft. to 6 ft. (760 to 1800 mm) girth. Each 3,234.00 -- Each 3,234.00
46 Uprooting stump and removing within 100 ft. (30 m) from 2 ft. Each 2,079.00 -- Each 2,079.00
to 6 ft. (600 to 1800 mm) girth.
47 Jungleclearanceand removing within 100 ft. (30 m).
a) light 1000 Sft. 277.20 -- sq.m 3.00 --
b) thick 1000 Sft. 554.40 -- sq.m 5.95 --
48 Uprooting Sarkandagrowth and disposal within 100 ft. (30 m) 100Sft. 133.05 -- sq.m 14.30 --
49 Ploughing 3 times. Per 1,126.15 -- Per Hect. 2,782.70 --
Acre
50 Leveling, dressing and making lawns. 100Sft. 554.40 -- sq.m 59.65 --
51 Turfing lawns(excluding cost of turf). 100Sft. 466.40 -- sq.m 50.20 --
52 Earthwork in excavation of drains, irrigation channelsthrough
excavator / drag linesin all kind of soil and conditions(dry,wet
slush,daldal and under water) including itsdisposal and
preparation of working pad for operation of machinery.
(Ratesincludes100 ft lead) 1000 Cft. -- 4,180.00 cu.m -- 147.65
* Specification number correspond to Book of "Specification for Road & BridgeConstruction, 1971".
** Specification number correspond to Book of "Building & RoadsDepartment Specification Vol. II, 1966 (Public Health Works).
The compaction of area will be restored to its
original valuewithout any extrapayment.

Chap-4 (Dismantling) Page 34
1 Ratesfor all finished worksincludetheremoval of surplusdebris, unused material and byproducts.
2 Theratesfor dismantling roofsor upper storey floor, includethedismantling of all materials, except roof
supportssuch asbeamsand trusses.
No. No.
StoneWork
1 Dismantling dry stonemasonry. 100Cft. 942.50 Cu.m 332.90 18.1
2 Dismantling stonemasonry in mud mortar. 100Cft. 1,386.00 Cu.m 489.55 ditto
3 Dismantling stonemasonry in limeor cement mortar. 100Cft. 3,326.40 Cu.m 1,174.90 ditto Add extra13%, 32% and 51% on
labour ratesonly for 2nd, 3rd, 4th
and subsequent floorsrespectively.
4 a) Dismantling dry stoneor spawl pitching. 100Cft. 1,663.20 Cu.m 587.45 ditto
b) Dismantling stoneor spawl pitching (mud grouted). 100Cft. 2,106.70 Cu.m 744.10 ditto
5 Dismantling stoneor spawl pitching and apron in silted 100Cft. 2,772.00 Cu.m 979.05 ditto
condition.
6 Dismantling stonepitching, cement or limegrouted. 100Cft. 4,435.20 Cu.m 1,566.50 ditto
7 Dismantling stonein crates:
a) wooden crates 100Cft. 2,217.60 Cu.m 783.25
b) wirecrates 100Cft. 2,772.00 Cu.m 979.05
8 Dismantling stonewaredrain including baseconcrete. 100Cft. 1,552.30 Cu.m 548.25 ditto
Brick Work
9 100Cft. 554.40 Cu.m 195.80 18.1
10 100Cft. 1,386.00 Cu.m 489.55 ditto
11 100Cft. 942.50 Cu.m 332.90 ditto
12 100Cft. 1,940.40 Cu.m 685.35 18.1 Add extra13%, 32% and 51% on
13 100Cft. 4,712.40 Cu.m 1,664.40 ditto and subsequent floorsrespectively
against item No. 12, 13, 14 & 15.
14 Dismantling cement block masonry. 100Cft. 4,158.00 Cu.m 1,468.60 ditto
Dismantling brick work in mud mortar.
Dismantling brick work in limeor cement mortar.
4. DISMANTLING (DEMOLITION)
Dismantling mud/pisewalling.
Dismantling sun dried brick masonry.
Dismantling dry brick masonry.

No. No.
15 Dismantling Dhajji walling. 100Cft. 1,108.80 Cu.m 391.65 ditto
Concrete
16 Dismantling mud concrete. 100Cft. 2,217.60 Cu.m 783.25 ditto
17 Dismantling limeconcrete. 100Cft. 3,049.20 Cu.m 1,077.00 Add extra13%, 32% and 51% on
18 Dismantling limeor cement concrete, under water. 100Cft. 11,642.40 Cu.m 4,112.10 and subsequent floorsrespectively
against item No. 17, 19 & 20.
19 a) Dismantling cement concreteplain 100Cft. 6,098.40 Cu.m 2,153.95 ditto
1:4:8.
b) Dismantling cement concreteplain 100Cft. 9,979.20 Cu.m 3,524.65
1:3:6.
c) Dismantling cement concrete1:2:4 100Cft. 12,196.80 Cu.m 4,307.90
plain.
d) Dismantling cement concretewith brick 100Cft. 3,326.40 Cu.m 1,174.90
aggregate.
e) Dismantling D.P.C. of cement concrete 100Cft. 1,663.20 Cu.m 587.45
1½" thick (40 mm) and clearing thesite.
20 Dismantling cement concretereinforced, 100Cft. 19,958.40 Cu.m 7,049.30 ditto
separating reinforcement from concrete,
cleaning and straightening thesame.
Roofing
21 Dismantling sirki sarkandaor thatched 100Sft. 665.30 Sq.m 71.60 18.1
roofing, supported on battensor bellies.
22 a) Dismantling 1st classtileroofing. 100Sft. 1,663.20 Sq.m 178.95 Add extra13%, 32 and 51% on
labour rateonly for 2nd, 3rd, 4th
b) Dismantling 2nd classtileroofing. 100Sft. 1,386.00 Sq.m 149.15 ditto and subsequent floorsrespectively
against itemsNo. 22, 25, 26 and 28.
23 Dismantling from any height, asbestossheetsand ridge 100Sft. 924.00 Sq.m 99.40 18.1
coping.
24 a) Dismantling roof of wooden planksand battens, from 100Sft. 739.20 Sq.m 79.55 ditto
any height.
b) Dismantling wooden ceiling above20' (6.0 m) height 100Sft. 2,882.90 Sq.m 310.20 ditto
in difficult position, including lifting with careand
special scaffolding along liveelectric wiresand with
machinesunderneath.

No. No.
25 Dismantling jack arch roofing, including removal of joists. 100Sft. 2,217.60 Sq.m 238.60 ditto
26 Dismantling R.B. roof completewith mud and plaster, 100Sft. 2,772.00 Sq.m 298.25 ditto
including separating reinforcement, cleaning and
straightening thesame.
27 a) Stripping and stacking slateor tilesfrom thetruss 100Sft. 1,386.00 Sq.m 149.15
roofing.
b) Stripping and stacking C.I. sheet roof. 100Sft. 1,286.20 Sq.m 138.40
c) Extrafor dismantling C.I. sheet roof above20 ft. (6m) 100Sft. 1,755.60 Sq.m 188.90
in difficult position, including lifting with special
scaffolding along liveelectric wirewith machine
underneath.
28 Dismantling slatesor tilesincluding battens, purlinsand 100Sft. 2,217.60 Sq.m 238.60 18.1
planking.
Flooring
29 Dismantling brick or flagged flooring without 100Sft. 942.50 Sq.m 101.40 18.1 Add extra13%, 32% and 51% on
concretefoundation. labour ratesonly for 2nd, 3rd, 4th
and subsequent floorsrespectively
30 Dismantling plank or wooden block flooring, 100Sft. 1,386.00 Sq.m 149.15 ditto against itemsNo. 29 and 30.
etc.
31 Disjoining R.C.C. pipesinsidethetrench and dismantling i) Theratedoesnot includethe
and removing thepipesfrom thetrench and stacking them cost of excavation and refilling of
outside:- trench, or thedemolition of any
masonry or brick work.
a) 6" to 12" (150 to 300 mm) diameter Per Rft 36.95 Metre 121.20
b) 13" to 24" (325 to 600 mm) diameter Per Rft 59.15 Metre 194.00 ii) Bends, elbows, sluicevalves,
c) 25" to 36" (625 to 900 mm) diameter Per Rft 69.30 Metre 227.30 etc. should not bepaid for extraif
d) Above36" (Above900 mm) diameter Per Rft 98.55 Metre 323.25 fixed in thelength of pipelinethat
isbeing dismantled.
WOOD WORK
32 a) Removing door with chowkat. Per 485.10 Per 485.10 18.1 Add extra13%, 32% and 51% on
No. No. labour ratesonly for 2nd, 3rd, 4th
b) Removing windowsand sky lightswith chowkat. ditto 378.85 ditto 378.85 and subsequent floorsrespectively
against itemsNo. 32, 33, 34, 35 &
36.
33 Removing ventilatorsand wooden sunshade, etc. Per No. 198.65 Per No. 198.65 ditto
34 a) Dismantling wooden beamsupto 12' (3.65m) Per No. 346.50 Per No. 346.50 ditto
length.

No. No.
b) Dismantling wooden beamsfrom 12.1' to 23' Per No. 554.40 Per No. 554.40
(3.65 to 7.0 m) length.
35 a) Dismantling wooden partition Jaffry work etc. 100Sft. 660.00 Sq.m 71.00 ditto
b) Dismantling wooden trusses. 100Kg 1,970.45 %Kg 1,970.45
36 Dismantling wooden palisadefencing. Per Lft. 53.90 Metre 176.80 ditto
Iron work
37 Dismantling iron work of trusses, sheds, water tanks, etc. 100Kg 1,970.40 %Kg 1,970.40 18.1 Add extra13%, 32% and 51% on
excluding cutting of rivets. labour ratesonly for 2nd, 3rd, 4th
and subsequent floorsrespectively
against itemsNo. 37 and 38.
38 Dismantling rolled steel beamsor iron rails, etc. 100Kg 909.90 %Kg 909.90 ditto
39 Dismantling iron latrine. Per Unit/ 2,125.20 Per Unit/ 2,125.20 ditto
2 Seats 2 Seats
40 Dismantling tees, bendsor sluicevalvesupto 12" Each per 44.90 Each per 17.95 ditto
(300 mm) bore. inch bore cm bore
41 a) Dismantling B.G. water column. Each 13,860.00 Each 13,860.00 ditto
b) Dismantling M.G. or N.G. water column. Each 9,240.00 Each 9,240.00 ditto
42 Dismantling all typeof wirefencing, including rolling wire 100Lft. 942.50 Metre 30.90 18.1
into bundlesand collecting material.
Miscellaneous
43 Dismantling wirenetting of tenniscourtsand framework. 100Sft. 443.50 Sq.m 47.70 18.1
44 Dismantling cloth ceiling and supporting timber. 100Sft. 831.60 Sq.m 89.50 ditto
45 Dismantling and removing road metalling. 100Cft. 2,217.60 Cu.m 783.25 ditto
46 Dismantling and removing road pavement, etc., including 100Cft. 2,960.50 Cu.m 1,045.65 ditto
screening and stacking of byproductsupto onechain lead
(30 metre).
47 Removing mud plaster from walls. 100Sft. 231.00 Sq.m 24.85 ditto Add extra13%, 32% and 51% on
48 Removing cement or limeplaster. 100Sft. 462.00 Sq.m 49.70 ditto and subsequent floorsagainst item
No. 47, 48, 49, & 50 respectively

No. No.
49 Scraping:- 18.1
a) Whitewash or colour wash. 100Sft. 277.20 Sq.m 29.85
b) Ordinary distemper, oil bound distemper, ditto 831.60 Sq.m 89.50
or paint of wall.
50 Dismantling glazed or encaustic tiles, etc. 100Sft. 2,587.20 Sq.m 278.40 18.1
51 Scraping boulders. 100Cft. 3,880.80 Cu.m 1,370.70 18.1
52 Cleaning limeor cement mortar of old stones 100Cft. 1,940.40 Cu.m 685.35 18.1
to beused in masonry.
ElectricWiring
53 Dismantling light, fan and call bell point Per 84.70 85.60 Per 84.70 85.60
including casing and capping/strip open type, point point
and making good damaged surface(building
portion).
54 Dismantling plug point and making good Per 72.60 73.35 Per 72.60 73.35
damaged surface(building portion). point point
55 Dismantling G.I./M.S. conduit/G.I. flexible/PVC pipesor
conduit wiring, etc. of all sizesincluding making good
damaged surface(building portion):-
i) on surface Per foot 15.50 15.65 P.Mtr 50.85 51.35
ii) recessed in wall Per foot 32.85 33.15 P.Mtr 107.75 108.75

Chap-5 (Mortar) Page 39
Dry Material Required for Dry Material Required for
100 Cft. Wet (Ready) Mortar OneCum Wet (Ready) Mortar
S. No. Ratio of Mortar Cement Lime Cement Lime Sand
(50 Kg) Putty Sand (50 Kg.) Putty Cum.
Bag Cft. Cft. Bag. Cum
1 2 3 4 5 6 7 8
1 Cement : Sand
1 : 2 33.48 82 11.83 0.82
1 : 3 23.11 85 8.16 0.85
1 : 4 18.37 90 6.49 0.90
1 : 5 14.70 90 5.19 0.90
1 : 6 13.61 100 4.81 1.00
1 : 7 11.68 100 4.12 1.00
1 : 8 10.21 100 3.61 1.00
2 Cement : Lime : Sand
1 : 1 : 6 12.25 15.0 90 4.33 0.15 0.90
1 : 1 : 7 10.70 13.1 92 3.78 0.13 0.92
1 : 1 : 8 9.39 11.5 92 3.32 0.12 0.92
1 : 1 : 9 8.52 10.44 94 3.00 0.10 0.94
1 : 1 : 10 7.67 9.4 94 2.71 0.09 0.94
1 : 2 : 8 9.19 22.5 90 3.25 0.23 0.90
1 : 2 : 9 8.16 20.0 90 2.88 0.20 0.90
1 : 2 : 10 7.67 18.8 94 2.71 0.19 0.94
1 : 2 : 12 6.39 15.66 94 2.26 0.16 0.94
1 : 3 : 12 6.26 23.0 92 2.21 0.23 0.92
1 : 3 : 14 5.47 20.1 94 1.93 0.20 0.94
1 : 3 : 16 4.82 17.7 94 1.70 0.18 0.94
1 : ¼ : 3 23.11 7.0 85 8.16 0.07 0.85
3 Lime : Sand
1 : 2 43 86 0.43 0.86
1 : 3 31 93 0.31 0.93
5. MORTAR

Chap-5 (Mortar) Page 40
Dry Material Required for 100 Cft. Dry Material Required for
Wet (Ready) Mortar oneM3
Wet (Ready) Mortar
S. Ratio of Mortar Clay Lime Sand Surkhi Cinder Clay Lime Sand Surkhi Cinder
No. (Putty) (Putty)
Cft. Cft. Cft. Cft. Cft. M3
M3
M3
M3
M3
1 2 3 4 5 6 7 3 4 5 6 7
4 Mud 135 1.35
5 Lime : Surkhi
2 : 3 49.00 - 73.5 - 0.49 - 0.74 -
1 : 2 40.75 - 81.5 - 0.41 - 0.82 -
1 : 3 30.30 - 91.0 - 0.30 - 0.91 -
6 Lime: Sand : Surkhi
1 : 1 : 1 40.50 40.5 40.5 - 0.41 0.41 0.41
7 Lime : Cinder
1 : 1 57.0 - 57.0 - 0.57 - - 0.57
Wet material required for 100 Cft. Wet material required for 1M³ (35.32 Cft)
masonry (including wastage): masonry ( including wastage) :
1 Brick Masonry :
a) Mud Mortar 35.00 Cft 0.35 M3
b) Cement, Sand 25.00 Cft 0.25 M3
c) Cement, Lime(Putty) Sand 25.00 Cft 0.25 M3
d) Lime(Putty) Sand 25.00 Cft 0.25 M3
2 StoneMasonry :
a) Random rubble, uncoursed
i) Foundation and Plinth 45.00 Cft 0.45 M3
ii) Superstructure 40.00 Cft 0.40 M3
iii) Coursed 35.00 Cft 0.35 M3
b) Ashlar Block in courseor Scabled masonry 30.00 Cft 0.30 M3
c) Ashlar finemasonry 20.00 Cft 0.20 M3
(1) Cement 1 Cft. = 40.8233 Kg
Notes: (2) Unslaked lime 1.7 Cft. = 37.3242 Kg
(3) Slaked lime 2.5 Cft. = 37.3242 Kg
(4) Quick lime 40 Kg Will yield 2.6 Cft. limeputty.
5. MORTAR

Chap-6 (Concrete) Page 41
1.
2.
3.
Sr. Description Spec. Remarks
No. No.
1 Mud concretein foundation including watering and ramming, 100Cft 6,134.05 11,666.05 cu.m 2,166.55 4,120.45
using brick or stoneballast 1½" (40 mm) gauge.
2 Dry rammed brick or stoneballast, 1½" to 2"( 40 mm to 50 100Cft 4,158.00 9,768.00 cu.m 1,468.60 3,450.05
mm) gauge.
3 Cement concretebrick or stoneballast 1½ " to 2" (40 mm to 20.1 -do-
50 mm) gauge, in foundation and plinth:-
(a) Ratio 1: 3: 6 100Cft 8,091.60 29,542.80 Cu.m 2,857.95 10,434.50
(b) Ratio 1: 4: 8 100Cft 8,091.60 25,717.20 Cu.m 2,857.95 9,083.30
(c) Ratio 1:5:10 100Cft 8,091.60 23,684.40 Cu.m 2,857.95 8,365.35
(d) Ratio 1: 6:12 100Cft 8,091.60 22,124.40 Cu.m 2,857.95 7,814.35
(e) Ratio 1: 6: 18 100Cft 8,091.60 20,736.00 Cu.m 2,857.95 7,323.95
(f) Ratio 1: 7:20 100Cft 8,091.60 19,951.80 Cu.m 2,857.95 7,047.00
4 Extraon item No. 3 above, for sedimentation tank or filter
bedsof Public Health Engineering Works: Thestoneballast, crushed bajri,
round shinglefrom nallah, or brick
(a) in bed 100Cft 2,634.70 - Cu.m 930.60 - ballast may beused according to
their comparativecheaper ratesin
(b) on slope 100Cft 3,928.30 - Cu.m 1,387.50 - variousareasof theProvince.
5 Cement concreteplain including placing, 20.1
compacting, finishing and curing
complete(including screening and
washing of stoneaggregate):
(a) Ratio 1: 1:2 100Cft 11,003.50 54,653.50 Cu.m 3,886.45 19,303.60
(b) Ratio 1: 1½: 1½ 100Cft 11,003.50 53,884.30 Cu.m 3,886.45 19,031.95
(c) Ratio 1: 1½: 3 100Cft 11,003.50 44,303.50 Cu.m 3,886.45 15,648.00
(d) Ratio 1: 2: 3 100Cft 11,003.50 42,381.10 Cu.m 3,886.45 14,969.00
(e) Ratio 1: 3: 3 100Cft 11,003.50 37,905.10 Cu.m 3,886.45 13,388.10
(f) Ratio 1: 2: 4 100Cft 11,003.50 38,723.50 Cu.m 3,886.45 13,677.15
(g) Ratio 1: 2: 6 100Cft 11,003.50 34,665.10 Cu.m 3,886.45 12,243.70
(h) Ratio 1: 3: 6 100Cft 11,003.50 33,503.50 Cu.m 3,886.45 11,833.45
(i) Ratio 1: 4: 8 100Cft 11,003.50 29,723.50 Cu.m 3,886.45 10,498.35
6. CONCRETE
a) Thecarriagefor thewholedistanceto thesiteof work shall becalculated on thebasisof theratesof theactual meansof transport used in carriage, i.e. road and / or rail, asthecasemay be.
If concretemixer or high frequency vibrator, etc. issupplied by theGovernment, all chargesincluding depreciation will berecovered from thecontractor.
Ratesfor all finished worksincludetheremoval of surplusdebris, unused material and by products.
b) It shall bepayablefrom thenearest approved quarry to siteof work.
Thestoneballast, crushed bajri, round shingle
from nallah, or brick ballast may beused
according to siterequirement or asdirected by
theengineer incharge.
Rate(British System) Rate(MetricSystem)
Subsequent carriageof crushed stoneaggregateand bajri will bepaid according to thefollowing:

No. No.
6 Providing and laying reinforced cement concrete(including 20.4 1) Therateincludesrendering floor
prestressed concrete), using Ordinary Portland Cement / Sulphate surfacesmooth, and theplastering
resisting cement / Slag cement asmay berequired; coarsesand and donefor making up all surfaces
screened graded and washed aggregate, in required shapeand design, after removing centring.
including forms, moulds, shuttering, lifting, compacting,
curing, rendering and finishing exposed surface, complete
(but excluding thecost of steel reinforcement, itsfabrication 2) Plastering doneunder soffit of
and placing in position, etc.):- R.C.C. roof slab meant for human
habitation buildingsshall bepaid
(a) (i) Reinforced cement concretein roof slab, beams, extra.
columnslintels, girdersand other structural memberslaid in
situ or precast laid in position, or prestressed memberscast 3) Thisitem shall not beapplicable
in situ, completein all respects:- to factory madeunits.
(1) TypeA (nominal mix 1:1:2) Per Cft 203.55 739.35 Cu.m 7,189.40 26,113.85
(2) TypeB (nominal mix 1: 1½: 3) Per Cft 203.55 637.75 Cu.m 7,189.40 22,525.35
(3) TypeC (nominal mix 1: 2: 4) Per Cft 203.55 583.25 Cu.m 7,189.40 20,600.40
(a) TypeA (nominal mix 1:1:2)
(i) Upto 9" thick (Avg) Per Cft 259.00 804.05 Cu.m 9,136.95 28,366.30
(ii) MoreThan 9" thick (Avg) Per Cft 238.19 758.35 Cu.m 8,403.50 26,754.05
(b) TypeB (nominal mix 1:1-1/2:3)
(c) TypeC (nominal mix 1:2:4)
(a)(iii) Reinforced cement concretein slab of rafts/ strip
foundation, baseslab of column and retaining walls; etc and
footing beams, other structural membersother than thosementioned in
6(a) (i)&(ii) abovenot requiring form work (i.e. horizontal
shuttering) completein all respects:-
(1) TypeA (nominal mix 1: 1: 2) Per Cft 152.60 635.90 Cu.m 5,389.85 22,460.00
(2) TypeB (nominal mix 1: 1½: 3) Per Cft 152.60 528.40 Cu.m 5,389.85 18,663.10
(b) Precast reinforced cement concreteand prestressed
reinforced cement concretein columns, beams, lintels, stair
cases, shelves, etc.
(1) TypeA (nominal mix 1: 1: 2) Per Cft 198.80 716.75 Cu.m 7,021.60 25,315.60
(2) TypeB (nominal mix 1:1½: 3) Per Cft 198.80 614.55 Cu.m 7,021.60 21,705.90
(c) Erecting and fixing in position, precast cement concrete
or stoneslab in roofsor lintels, etc. lift upto 20 ft., (6m) Per Cft 87.80 109.05 Cu.m 3,101.10 3,851.65
including all charges.
(d) Add extralabour for R.C. concretein Per Cft 41.60 -- Cu.m 1,469.30 -
2nd and subsequent storeys.
4) Compositerateshall bereduced by Rs:
21.50 P.Cft & Rs: 29.00 P.Cft if chenab sand
and local sand isused respectively.
(a) (ii) Reinforced cement concrete in retaining/ Shear walls laid in situ or
precast laid in position, or prestressed members cast in situ ( Formwork on
both sides) , completein all respects:

No. No.
7 Providing and casting in situ bored reinforced concretepiles *851-1
with typeC concrete(nominal mix 1: 2: 4 ) , using 10% extra to
cement in dry mix, and coursesand, including all labour and 851-10
material (except thecost of steel reinforcement and its
labour for bending and laying in position, etc. which will be
paid separately, including, screening & washing of shingle
and curing:-
i) 18 " (450 mm) diapile Per Rft 1,188.55 1,789.70 Metre 3,898.45 5,870.20
ii) 20" (500 mm) diapile Per Rft 1,453.75 2,195.30 Metre 4,768.30 7,200.60
iii) 22" (550 mm) diapile Per Rft 1,831.20 2,703.45 Metre 6,006.35 8,867.30
iv) 24" (600 mm) diapile Per Rft 2,354.65 3,421.90 Metre 7,723.25 11,223.90
8
i. Compositerateshall bereduced by Rs:
21.50 P.Cft & Rs: 29.00 P.Cft if chenab sand
and local sand isused respectively.
ii. If percussion boring isused based on the
borelog/strata, deriverateaccordingly with
thepermission of Superintending Engineer.
(a) 3000 PSI
(i) 0.46 m / 18 inch Per Rft. 951.05 1,566.05 Meter 3,119.40 5,136.65
(ii) 0.51 m / 20 inch Per Rft. 1,022.35 1,781.60 Meter 3,353.25 5,843.60
(iii) 0.56 m / 22 inch Per Rft. 1,149.40 2,068.15 Meter 3,769.95 6,783.60
(iv) 0.61 m / 24 inch Per Rft. 1,271.90 2,365.25 Meter 4,171.80 7,758.05
(v) 1.07 m / 42 inch Per Rft. 3,037.70 6,386.20 Meter 9,963.65 20,946.75
(vi) 1.22 m / 48 inch Per Rft. 3,235.40 7,608.90 Meter 10,612.15 24,957.20
(vii) 1.37 m / 54 inch Per Rft. 3,446.75 8,981.95 Meter 11,305.25 29,460.85
(viii) 1.52 m / 60 inch Per Rft. 4,793.00 11,626.55 Meter 15,721.10 38,135.10
(ix) 1.68 m / 66 inch Per Rft. 5,497.00 13,765.60 Meter 18,030.15 45,151.15
(x) 1.83 m / 72 inch Per Rft. 5,993.75 15,834.10 Meter 19,659.45 51,935.75
(xi) 1.98 m / 78 inch Per Rft. 6,511.05 18,059.80 Meter 21,356.30 59,236.10
(xii) 2.13 m / 84 inch Per Rft. 7,468.15 20,861.90 Meter 24,495.50 68,427.05
(b) 4000 PSI
(i) 0.46 m / 18 inch Per Rft. 951.05 1,691.65 Meter 3,119.40 5,548.60
(ii) 0.51 m / 20 inch Per Rft. 1,022.35 1,936.65 Meter 3,353.25 6,352.20
(v) 1.07 m / 42 inch Per Rft. 2,934.60 6,966.45 Meter 9,625.45 22,849.95
(vi) 1.22 m / 48 inch Per Rft. 3,235.40 8,501.60 Meter 10,612.15 27,885.20
(vii) 1.37 m / 54 inch Per Rft. 3,446.75 10,111.75 Meter 11,305.25 33,166.50
(viii) 1.52 m / 60 inch Per Rft. 4,793.00 13,021.40 Meter 15,721.10 42,710.15
(ix) 1.68 m / 66 inch Per Rft. 5,497.00 15,453.40 Meter 18,030.15 50,687.10
Compositerateshall bereduced by Rs: 21.50
P.Cft & Rs: 29.00 P.Cft if chenab sand and
local sand isused respectively.
Providing and casting in situ bored reinforced concrete piles using
Ordinary portland cement / Sulphate resisting cement or as may be
required, incuding screening, washing of aggregates, mixing of
constituents using batching plant, Transportation by Transit Mixer,
Pouring in the required proportion to achieve a nominal cylinderical
strength in the field as per ACI-214, with the specified consistency. i/c the
cost of labour, boring, equipment/machinery, plateform (except thecost of
steel reinforcement, its labour for bending and laying in position and boat
plateform etc. which will be paid separately) excluding the cost of
admixtureasapproved and directed by theEngineer Incharge
In ordinary soil

No. No.
(x) 1.83 m / 72 inch Per Rft. 5,993.75 17,842.65 Meter 19,659.45 58,523.90
(xi) 1.98 m / 78 inch Per Rft. 6,511.05 20,417.05 Meter 21,356.30 66,967.90
(xii) 2.13 m / 84 inch Per Rft. 7,468.15 23,595.85 Meter 24,495.50 77,394.30
9
(a) Reinforced cement concretein roof slab, beams, columnslintels,
girdersand other structural memberslaid in situ or precast laid
in position, or prestressed memberscast in situ, completein all
respects:-
(i) 7000 PSI Per Cft 119.10 738.10 Cu.m 4,201.75 26,039.50
(ii) 6000 PSI Per Cft 119.10 713.05 Cu.m 4,201.75 25,157.05
(iii) 5000 PSI Per Cft 119.10 686.95 Cu.m 4,201.75 24,235.25
(iv) 4000 PSI Per Cft 119.10 666.60 Cu.m 4,201.75 23,516.95
(vi) 3000 PSI Per Cft 119.10 595.55 Cu.m 4,201.75 21,010.70
(b) Retaining/ Shear wallslaid in situ or precast laid in position, or
prestressed memberscast ( Formwork on both sides)
i) 7000 PSI
(i) Upto 9" thick Per Cft 114.50 723.15 Cu.m 4,038.85 25,513.50
(ii) MoreThan 9" Thick Per Cft 114.50 709.25 Cu.m 4,038.85 25,021.65
ii) 6000 PSI
iii) 5000 PSI
iv) 4000 PSI
v). 3000 PSI
( c) Substructure (Foundations, Raft, Strip and Footing Beams)
(i) 7000 PSI Per Cft 64.80 631.60 Cu.m 2,286.55 22,283.70
(ii) 6000 PSI Per Cft 64.80 606.60 Cu.m 2,286.55 21,401.25
(iii) 5000 PSI Per Cft 64.80 580.50 Cu.m 2,286.55 20,479.45
(iv) 4000 PSI Per Cft 64.80 560.10 Cu.m 2,286.55 19,761.15
(vi) 3000 PSI Per Cft 64.80 489.10 Cu.m 2,286.55 17,254.90
Placing, compacting, finishing and curing of concrete using Ordinary
Portland Cement / Sulphate resisting cement / Slag cement as may be
required; including screening, washing of aggregates and mixing of
constituents using batching plant, Transportation by transit mixer, pouring
with pump in the required proportions to achieve a nominal cylindrical
strength in the field as per ACI 214, with the specified consistency. i/c the
cost of shuttering, compaction with Viberator, excluding the cost of
Admixture, asapproved and directed by theEngineer Incharge.

No. No.
10
i. 1:3:6 P.Cft 57.35 263.15 Cu.m 2,023.90 9,284.65
ii. 1:2:4 P.Cft 57.35 298.10 Cu.m 2,023.90 10,517.45
11 *851.5 The overlap will be paid extra vide FD
Notification No.RO(TECH)FD2-11/2010
dated 08.03.2010.
i) Deformed BarsGrade-40 Per Cwt. 125.15 14,499.25 100 Kg 246.30 28,541.85
ii) Deformed BarsGrade-60 Per Cwt. 125.15 14,682.50 100 Kg 246.30 28,902.55
12 Fabrication of mild steel reinforcement for cement concrete, *821 Therateincludeswastage, overlaps
including cutting, bending, laying in position, making joints and steel chairs, etc. completein all respect.
and fastenings, including cost of binding wireand labour
chargesfor binding of steel reinforcement (also includes
removal of rust from bars):-
(a) Plain bars Per Cwt. 808.50 13,720.85 100 kg 1,591.55 27,009.55
(b) Deformed bars(Grade-40) ditto 808.50 16,030.85 100 kg 1,591.55 31,556.80
('c) Deformed bars(Grade-60) ditto 808.50 16,228.85 100 kg 1,591.55 31,946.55
13 Precast cement concretesolid or faceblocks(1:2:4), Per Cft 156.25 427.20 Cu.m 5,518.75 15,088.70 20.2
including cost of templates.
14 Precast cement concretehollow blocks(1: 2: 4) , including Per Cft 159.00 339.85 Cu.m 5,615.90 12,003.50 20.2
cost of templatesand constructing wallsthereof.
15 Providing and fixing ornamental cement jali 2" (50 mm) thick Per Sft 64.70 112.60 Sq.m 696.15 1,211.60 20.1 to
(1: 2: 4), without steel. 20.4
16 Extralabour for laying concreteplain or reinforced:
(a) above30' (6 m) upto 40'(12 m) height 100Cft 4,435.20 - Cu.m 1,566.50 -
(b) for every additional 10'(3 m) height. 100Cft 2,772.00 - Cu.m 979.05 -
17 Extralabour for work of weirs, rail or road bridges, syphons, and 100Cft 1,108.80 - Cu.m 391.65 -
concreting in superstructure
18 Making reinforced cement concretespout, including fixing in Each 808.50 1,149.60 Each 808.50 1,149.60 20.4
position (2½' x 6" x5") (760 mmx150 mm x 125 mm)
19 Making holesupto 3"(75 mm) dia18"(450 mm) depth in cement Per hole 1,940.40 - Each 1,940.40 - 20.1
concreteor stonemasonry wallsand repairing.
The cost includes mortar (1:5) and labour for
fixing at any height.
Providing ,laying,compacting and curing Cyclopean/plum/rubble concrete
in (40:60) ratio (plum:Concrete) using pre-mixed Cement Concrete of
specified ratio by using Ordinary Portland Cement including screening
washing of aggregate ;mixing of constituents by using batching
plant,transported by transit mixer and pouring under gravity,with specified
consistency i/c the cost of compaction with Viberator but excluding the
cost of Admixture and carriage charges, as approved and directed by the
Engineer Incharge.
The cost includes mortar (1:5) and labour for
fixing at any height.
Fabrication of mild steel reinforcement deformed bar cage of specified
yield strength for R.C.C bored piles including cutting bending, lowering of
cage with crane in position, welding and fastening, including the cost of
binding wire, Crane machine (also includes removal of rust from the bars)
asapproved and directed by theEngineer Incharge.

No. No.
20 Extralabour for skipping concretein wells. 100Cft 6,776.00 - Cu.m 2,393.30 - 20.1
21 Nicking concretesurface:
(a) Cement concretesurface 100Sft 739.20 - Sq.m 79.55 -
(b) Limeconcretesurface 100Sft 243.95 - Sq.m 26.25 -
22 Preparing, watering and ramming surfacefor laying concrete
(for Headworksonly):-
(a) Horizontal floor 100Sft 691.15 - Sq.m 74.35 -
(b) Glacisand crest 100Sft 1,016.40 - Sq.m 109.35 -
(c) Inverted filters 100Sft 323.40 - Sq.m 34.80 -
23 Fabrication of high tensilesteel prestressing cablesfor 100 Kg. 9,901.95 73,202.80 100 Kg. 9,901.95 73,202.80 *811-1 Therateincludeswastagein
prestressed (post tensioned) concrete, including assembling by to cutting and breakagein stressing,
drawing theH.T. wirethrough metal spacer plate, inserting in helix 811-11 etc.
coreand taping or tying, sheathing in longitudinally welded metal
corrugated sheath, positioning , anchoragewith maleand female
set of anchoragecone, forming ductsfor transversecable,
stressing cableswith jack at both endsasper stressing schedule,
maintaining stressing record and supply thesamein theapproved
proformato theEngineer-in-charge, making loop at blind end,
including all materialsrequired for it, grouting thecableductswith
cement, cutting projected endsand making good recesses, etc.,
completein all respects.
24 Fabrication of High Tensilesteel reinforcement for prestressed 100kg 5,808.00 69,866.25 100kg 5,808.00 69,866.25 1) Therateincludeswastagein
(pretension) concretework, including inserting wirein moulds, cutting and breakagein stressing,etc.
providing M.S. shear bars, spacersand lift hooks, maleand
femaleanchorage, tiedown, struts, stressing cables, maintaining 2) Quantity of H. T. wirewill form
stressrecord and supply thesamein approved proformato the basisof payment.
Engineer-in-charge, cutting wiresand projecting endsand making 3) Thisitem shall not beapplicable
good recesses, etc., completein all respects. to factory madeunits.
25 Lifting, transporting and placing precast prestressed concrete *811-1
B eam, Girder and other members(excluding battens) etc. in to
Position on thebridgeto correct alignment and level, etc. 811-11
complete
i) Beam upto 50 ft. (15 m) length 100Cft -- 3,198.35 Cu.m -- 1,129.65
ii) Beam above50 ft. (15m) upto 75 ft. (22.5m) length 100Cft -- 4,447.08 Cu.m -- 1,570.70
iii) Beam above75ft. (22.5m) upto 100ft. (30m) length 100Cft -- 6,214.10 Cu.m -- 2,194.80
iv) Beam above100ft. (30m) upto 150ft.(45m) length 100Cft -- 8,142.30 Cu.m -- 2,875.85
v) Beam above150ft. (45m) length 100Cft -- 10,205.60 Cu.m -- 3,604.60
26 Providing and laying foam concrete3 inch (75 mm) thick, Per Sft. 62.35 132.70 Sq.m. 670.90 1,427.85
using cement sand in theratio of 1:2 and aluminium powder
at therateof 0.2% of thecement, sand mix,

No. No.
27 Providing and fixing 6 in(150 mm). widecurved sheet of
required shapefixed on faceof theconstruction joint with G.I.
screw,1.5 in (40 mm) long to cover construction joints
vertically:-
i) aluminium sheet 1/16 in(1.5 mm) thick Per Rft. 33.75 162.25 Metre 110.70 532.20
ii) G.I. sheet, 18 SWG Per Rft. 34.55 257.85 Metre 113.30 845.75
28 Providing and fixing 1/8" (3 mm) thick 3" (75 mm) widealuminium
strip on horizontal and vertical expansion jointsin walls, columns,
ceilingsand floorsetc., including cost of clips/screwsetc.,
completein all respects:-
a) On interior surface(without mastic strip) Per Rft. 30.80 159.30 Metre 101.00 522.50
b) On exterior surface(with mastic strip) Per Rft. 30.80 171.30 Metre 101.00 561.85
29 Providing and fixing 1/16" (1.5 mm) thick copper flashing on Per Sft. 32.35 188.75 Sq.m 348.10 2,030.95
expansion jointscompletein all respects.
30 Providing and fixing 6 in (150 mm). wideG.I. sheet 18SWG. Per Rft. 11.40 205.60 Metre 37.40 674.35
stopper to expansion joint.
31 Providing embeding 10" (250 mm) wide¼" (6 mm) thick Per Rft. 46.20 310.20 Metre 151.55 1,017.40
rubber water stopper in expansion jointsof R.C.C. roof
slab completein all respects.
31A
i) 10"wide6 mm thick P.Rft 46.20 346.20 Meter 497.10 3,725.10
ii) 10" wide10 mm thick P.Rft 46.20 766.20 Meter 497.10 8,244.30
32 Filling expansion jointswith bitumen. sand & saw dust in Per Rft P.Metre/
ratio 1:2:2. per inch 6.95 34.60 Per 25 mm 22.80 113.50
width Width
33 Filling expansion jointswith bitumen. Per Rft. 120.10 - Metre 393.95 -
34 Laying asphaltic mixturein expansion joints. Per Rft. 97.00 - Metre 318.15 - Material to bepaid on actuals.
35 Providing and fixing theremopore(foamed polythene)
sheet in horizontal and vertical expansion joints:
a) 1" (25 mm) thick thermoporesheet Per Sft. 12.95 21.15 Sq.m 139.35 227.55
b) 1½" (40 mm) thick thermoporesheet ditto 12.95 27.00 " 139.35 290.50
36 Providing and laying damp proof courseof cement concrete
1:2: 4(using cement, sand and shingle), including bitumen
coating :-
Providing and embedding 10" (250mm) wide PVC water stopper in
expansion joints of RCC structures (Retaining walls, water tanks, Slabs)
completein all respect.

No. No.
(a) with onecoat bitumen and onecoat polythenesheet
500gauge
i) 1½" thick (40 mm) 100Sft 2,882.00 9,240.05 Sq.m 310.10 994.25
ii) 2" thick (50 mm) 100Sft 2,882.00 10,356.85 Sq.m 310.10 1,114.40
iii) 3" thick (75 mm) 100Sft 3,005.20 12,889.05 Sq.m 323.35 1,386.85
(b) with 2 coatsof bitumen:
i) 1½" thick (40 mm) 100Sft 2,882.00 9,724.15 Sq.m 310.10 1,046.30
ii) 2" thick (50 mm) 100Sft 2,882.00 10,839.80 Sq.m 310.10 1,166.35
iii) 3" thick (75 mm) 100Sft 3,005.20 13,372.00 Sq.m 323.35 1,438.85
37 Providing and laying damp proof coursewith cement sand
plaster and bitumen coating:-
(a) with onecoat of bitumen and onecoat of polythenesheet
500 gauge:-
i) Ratio 1: 4
a) ½" thick (13 mm) 100Sft 2,697.20 6,154.90 Sq.m 290.20 662.25
b) ¾" thick (20 mm) 100Sft 2,697.20 6,694.15 Sq.m 290.20 720.30
ii) Ratio 1:3
a) ½ " thick (13 mm) 100Sft 2,697.20 6,329.20 Sq.m 290.20 681.00
b) ¾ " thick (20mm) 100Sft 2,697.20 6,900.05 Sq.m 290.20 742.45
iii) Ratio 1:2
a) ½ " thick (13 mm) 100Sft 2,697.20 6,480.10 Sq.m 290.20 697.25
b) ¾ " thick (20 mm) 100Sft 2,697.20 7,284.10 Sq.m 290.20 783.75
(b) with 2 coatsof bitumen:-
i) Ratio 1: 4
a) ½" thick (13 mm) 100Sft 2,697.20 6,267.15 Sq.m 290.20 674.35
b) ¾" thick (20 mm) 100Sft 2,697.20 6,805.95 Sq.m 290.20 732.30
ii) Ratio 1:3
a) ½ " thick (13 mm) 100Sft 2,697.20 6,447.15 Sq.m 290.20 693.70
b) ¾ " thick (20 mm) 100Sft 2,697.20 7,017.95 Sq.m 290.20 755.15
iii) Ratio 1:2
a) ½ " thick (13 mm) 100Sft 2,697.20 6,881.05 Sq.m 290.20 740.40
b) ¾ " thick (20 mm) 100Sft 2,697.20 7,735.45 Sq.m 290.20 832.35
38 Providing and laying vertical damp proof coursewith cement
sand plaster and bitumen coating:-
(a) with onecoat of bitumen and onecoat of polythenesheet
500 gauge:

No. No.
i) Ratio 1: 4
a) ½" thick (13 mm) 100Sft 2,697.20 5,870.50 Sq.m 290.20 631.65
b) ¾" thick (20 mm) 100Sft 2,697.20 6,411.10 Sq.m 290.20 689.85
ii) Ratio 1:3
a) ½ " thick (13 mm) 100Sft 2,697.20 6,046.20 Sq.m 290.20 650.55
b) ¾ " thick (20 mm) 100Sft 2,697.20 6,617.05 Sq.m 290.20 712.00
iii) Ratio 1:2
a) ½ " thick (13 mm) 100Sft 2,697.20 6,480.10 Sq.m 290.20 697.25
b) ¾ " thick (20 mm) 100Sft 2,697.20 7,334.50 Sq.m 290.20 789.20
(b) with 2 coatsof bitumen:-
i) Ratio 1: 4
a) ½" thick (13 mm) 100Sft 2,697.20 6,266.05 Sq.m 290.20 674.25
b) ¾" thick (20 mm) 100Sft 2,697.20 6,805.95 Sq.m 290.20 732.30
ii) Ratio 1:3
a) ½ " thick (13 mm) 100Sft 2,697.20 6,441.00 Sq.m 290.20 693.05
b) ¾ " thick (20 mm) 100Sft 2,697.20 7,011.85 Sq.m 290.20 754.50
iii) Ratio 1:2
a) ½ " thick (13 mm) 100Sft 2,697.20 6,875.05 Sq.m 290.20 739.75
b) ¾ " thick (20 mm) 100Sft 2,697.20 7,729.25 Sq.m 290.20 831.65
39 Grouting concretebetween, thegroovesof gates, including 100Cft 12,949.20 - Cu.m. 4,573.65 -
shuttering.
40 Chiesel dressing concretesurfaceon sidesof grooves. 100Sft 406.55 - Sq.m 43.75 -
41 Laying and ramming dry ballast or kankar. 100Cft 4,504.50 - Cu.m 1,591.00 -
42 Hoisting and placing in position R.C.C. shelves. per No. 144.40 - per No. 144.40 -
43 Breaking brick ballast, screening and stacking:-
(a) 2"(50 mm) ring 100Cft. 3,465.00 - Cu.m 1,223.85 -
(b) 1½ "(40 mm) ring 100Cft. 3,880.80 - Cu.m 1,370.70 -
(c) 1" (25 mm) ring 100Cft. 4,504.50 - Cu.m 1,591.00 -
(d) Jhamaballast ¾"(20 mm) ring 100Cft. 5,197.50 - Cu.m 1,835.75 -
44 Supplying and fixing broken glasseson court yard walls, Per Rft 108.35 187.40 metre 355.40 614.65
including 1:3: 6 cement concretecoping.
45 Crushing stoneballast by machine. 100Cft 3,465.00 - Cu.m. 1,223.85 - This does not include the charges for working
of crushers, but includes manual labour for
carriageof stone to crusher within threechains
(90 m) and also stacking the product after
crushing within threechains

Sahiwal 1-2023.pdf

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