Output Norm labour productivity india
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Transcript of Output Norm labour productivity india
k
SSR 2009
NORMS OF OUTPUT SSR-2009S/No Item of worksOutput
ALabour norms
a) FORMATION
1Carriage of constructional materials (Manually):
4.56 cum per labour per day
2Jungle clearance such as clearance of shrubs brushwoods, under growth and small trees not exceeding 30 cms in girth measured at one mtr above ground level including grubbing up roots in areas having annual rainfall upto 200 cms:
23 sqm per labour per day
3 - Do - in areas having rainfall more than 200 cms:12 sqm per labour per day
4Cutting down trees exceeding 30 cms and not exceeding 75 cms measured at 1.0 mtr above ground level, grubbing up roots, filling up holes/hollows, rammed properly and leveled incl lopping branches, trimming, stacking the useful materials and removal of rubbish upto a distance of 20 mtr:1.0 labour, sawyer each per tree per day
5 - Do - each additional 25 cm girth exceeding 75 cms:1/7 sawyer and 15/14 labour per tree per day
6Rough excavation in soil/soil mixed with small boulders, getting out incl disposing all excavated materials lead upto 3 m and upto 1.5 m depth:2.27 cum per labour per day
7Rough excavation in soft rock which can be quarried/split with crowbars and disposing all excavated materials lead upto 3 m and upto 1.5 m depth:1.06 cum per labour per day
8Rough excavation in hard rock by drilling with compressor, blasting and getting out including stacking of serviceable materials and disposal of unserviceable materials lead upto 3 m and upto 1.5 m depth:1.87 cum per labour per day
9Earth work in excavation in soil/soil mixed with boulders including dressing up road formation, cambering and getting out incl disposing all excavated materials lead upto 3 m and 1.5 m depth:2.00 cum per labour per day
10Excavation in soft rock which can be quarried /split with crowbars or wedges dressing up road formation including cambering and getting out incl disposing all excavated materials lead upto 3 m and 1.5 m depth:1.0 cum per labour per day
11Excavation in hard rock by drilling with compressor, blasting including dressing up road formation, cambering, providing cross slop and by filling up hollows with stone metal where required and getting out including stacking of serviceable materials and disposing all excavated materials lead upto 3 m and 1.5 m depth:1.5 cum per labour per day
12Earth work in embankment including raising or lowering spreading in layers not exceeding 30 cm incl watering, rolling and finishing to required shape and level not exceeding 1.5 mtr high above the base in ordinary soil.
:3.72 cum per labour per day
S/NoItem of worksOutput
13Turfing of slopes of embankments including preparation of ground, sieving, spreading manure/ planting grass roots/seeding to obtain even surface and initial watering by spray:37.00 sqm per labour per day
14Temporary culverts composing of bally support and decking with ballies including dismantling the same and clearing the site, upto 2 mtr span:3 carp with 6 labour per nos of culvert
15Erection and launching/delaunching of temporary bailey bridge:7 labour per MT
b) MATERIAL
1Collection of rubble stone 15 x 20 cms average section suitable for walling/aprons bunds, road side edging etc, including breaking to size and stacking at loading point :1.75 cum per labour per day
2Collection of stone boulders/quarried stone the smaller dimension shall be equal to 15 cms to 22.5 cms and no stone shall be more than 25 cms, the longer dimension, stacking at loading point :2.24 cum per labour per day
3Collection of bond/through stone 20 x 25 cm average section including breaking to size and stacking at loading point :0.92 cum per labour per day
4Collection of shingle :1.13 cum per labour per day
5Collection of sand from river bed including screening etc. with an average lead of 100 mtrs and 25 mtrs lift including stacking:0.57 cum per labour per day
6Breaking stone to stone metal standard size 63 mm for WBM or hard core including stacking.:0.42 cum per labour per day
7Breaking stone to stone metal standard size 45 mm for PCC including stacking.:0.364 cum per labour per day
8Breaking stone to stone chips standard size 22.4 mm for PCC including stacking.:0.196 cum per labour per day
9Breaking of Jhama/overburnt bricks to metal/coarse aggregate and stacking along roadside.:0.82 cum per labour per day
10Dressing stone 15 x 20 cms average section by hammer for face work in coursed rubble stone masonry or otherwise including stacking:0.26 cum per mason per day
c) PERMANENT
1Excavation in trenches not exceeding 1.2 m width and 1.5 m depth in soil/soil mixed with boulders dressing bottom and sides, getting out incl disposing all excavated materials lead upto 3 m:1.78 cum per labour per day
2 - Do - soft rock:0.83 cum per labour per day
3 - Do - hard rock (by blasting):1.40 cum per labour per day
4Add for extra lead for 3 m and part thereof on item on srl No. 11, 12 and 13 above:5.66 cum per labour per day
5Hard core comprising of broken road metal size 50 mm graded downward spread in layers not exceeding 15 cm including watering, ramming and finishing to required level and gradient.:1.50 cum per labour per day
6Dewatering below water table zone in area having rain fall upto 200 cm:1.09 labour per cum per day
S/NoItem of worksOutput
7Dewatering below water table zone in area having rain fall above 200 cm:1.308 labour per cum per day
8Laying cement concrete 1:3:6 or 1:4:8 or 1:5:10 (1 cement, 3 sand and 6 coarse aggregate /1 cement 4 sand and 8 coarse aggregate/1 cement 5 sand and 10 coarse aggregate) mixed in concrete mixer (one bag cement capacity) excluding centering and shuttering in foundation of walls etc.
:20 cum per 25 labs and 0.05 mason per day
9Reinforced/plain cement concrete 1:2:4 (1 cement 2 sand and 4 coarse aggregate) in slabs, mixed in concrete mixer (one bag cement capacity) excluding centering and shuttering:7 cum per 25 labs and 0.2857 mason per day
10RCC M-20, RCC M-25, RCC M-30 & M-35 excluding centering and shuttering :7 cum per 25 labs and 0.1429 mason per day
11Centering and shuttering including strutting and propping:5.3 sqm per carpenter with 1.1 labour per day
12Cutting, bending, placing and binding reinforcement of MS round bars upto 12 mm dia:91 kg per B/smith with 1 labour per day
13-Do- beyond 12 mm dia:137 kg per B/smith with 1 labour per day
14Pre cast slab RCC 1:2:4:7 cum per 25 labs and 2 mason, 1.0549 B/Smith & 2.3679 Carp per day
15Masonry work in concrete hollow block:3.144 labour per cum with 0.2584 B/smith & 0.5922 mason
16Finishing surface of concrete road pavement by belting:100 sqm per labour per day
17Finishing surface of concrete road pavement by brooming:50 sqm per labour per day
18Brick walling in cement mortar:1.25 cum per mason with 1.80 labour per day
19Walling of rubble stone, laid dry well bonded face with selected bond stone evenly spaced @ 2 Nos per Sqm of wall face
:0.92 cum per mason with 1.8 labour per day
20Sausage walling (Rubble masonry) :1.0 cum per 1.09 mason
+ 2.09 labour and 0.13 B/smith per day
21Dry walling in Geo-Synthetic netting:0.92 cum per mason with 2 labour per day
22Slope reinforcement with Geo-synthetic netting:2.00 labour with 0.50 mason per 10 sqm per day
23Random or polygonal rubble walling brought to course at 45 to 60 cm in cement mortar:0.92 cum per mason with 2 labour per day
24Filling of stone/selected materials in proper manner behind the retaining/breast wall:1.89 cum per labour per day
25Stone pitching with required thickness:4.25 cum per mason with 3 labour per day
S/NoItem of worksOutput
26Sausage walling (Dry boulder filling) :2.07 labour with
0.09 mason + 0.09 B/smith per cum per day
271.2 cm plaster in CM 1:6 (1 cement: 6 sand):10.52 sqm per mason with labour per day
282.5 cm plaster in CM 1:6 (1 cement: 6 sand):6.6 sqm per mason with 2/3 labour per day
29Flush or rule pointing on stone works with cement mortar 1:3 (1 cement: 3 sand):11.52 sqm per mason with labour per day
30White washing:0.20 labour per 10 sqm per day
31Painting (2 coats):20 sqm per painter with one labour per day
32False ceiling with ply wood 4 mm thick:18.9043 labour with 1.8519 carpenter per 10 sqm per day
SURFACING
1Moorum spreading
:4.07 labour per 10 sqm per day
2Granular Sub Base 10 cm thick with sand, moorum & Gravel:0.243 labour per 10 sqm per day
3Granular Sub Base 15 cm thick with sand, moorum & Gravel:0.277 labour per 10 sqm per day
4Granular Sub Base 10/15 cm thick with brick aggregate:10.50 sqm per labour per day
5Granular Sub Base 10 cm thick with stone aggregate:10.50 sqm per labour per day
6Granular Sub Base 15 cm thick with stone aggregate:9.00 sqm per labour per day
7Shingling 50 mm thick:0.186 labour per 10 sqm per day
8Shingling 75 mm thick:0.213 labour per 10 sqm per day
9Shingling 100 mm thick:0.246 labour per 10 sqm per day
10Shingling 150 mm thick:0.279 labour per 10 sqm per day
11Lime soil stabilisation:1.42 labour per 10 sqm
12Sand blanketing 25/100 mm thick:0.15 labour per 10 sqm
13Scarifying existing BT surface:1.3165 labour per 10 sqm
14Water Bound Macadam 10 cm consolidated thickness incl all work as specified:10.3 sqm per labour per day
15- Do - 7.5 cm thick:15.4 sqm per labour per day
16Wet Mix Macadam 75 mm thick:46.5 sqm per labour per day
17Wet Mix Macadam 100 mm thick:35.0 sqm per labour per day
18Preparing WBM surface laying 2.5 cm premix carpet with stone chippings applying sand seal coat and rolling:7 sqm per labour per day
19-Do- 2 cm premix carpet:7.7 sqm per labour per day
20Liquid seal coat
:15 sqm per labour per day
S/NoItem of worksOutput
21Preparing WBM surface and laying precoated bituminous mixture of 2 parts broken stone metal and 1 part sand including consolidation complete as in premix dense carpet 4 cm consolidated thickness:6.7 sqm per labour per day
22-Do- 5 cm (2):5.34 sqm per labour per day
23Surface dressing (Two coat) with bitumen 80/100:10 sqm per labour per day
24Surface dressing (Two coat) with CBE:0.5089 sqm per labour per day
25Surface dressing renewal coat:0.456 lab per 10 sqm
26Premixed sand seal coat consisting of 6.8 Kg bitumen and 0.06 cum of sand per 10 sqm of road:0.01 labour per 10 sqm per day
272 cm thick premix carpet with liquid seal coat using cationic bitumen emulsion:1.01 labour per 10 sqm
282 cm thick premix carpet with premixed seal coat, using cationic bitumen emulsion
:1.01 labour per 10 sqm per day
29Built up spray grouting 75 mm thick:1.63 labour per 10 sqm per day
30Mix seal surfacing type A:1.0848 labour per 10 sqm per day
31Mix seal surfacing type B:1.0428 labour per 10 sqm per day
32Laying 5 cm (laid thickness) shingle or other similar approved material spread and leveled to gradient:53.76 sqm per labour per day
33Laying 7.5 cm (laid thickness) shingle or other similar approved material spread and leveled to gradient:46.95 sqm per labour per day
34Laying 10 cm (laid thickness) shingle or other similar approved material spread and leveled to gradient:40.65 sqm per labour per day
35Laying 15 cm (laid thickness) shingle or other similar approved material spread and leveled to gradient:35.84 sqm per labour per day
36Lime stabilisation:1.42 labour per 10 sqm per day
37For reduction in labour for black topping over an already existing black topped surface:0.373 labour per 10 sqm per day
38Bituminous macadam 7.5 cm thick:3.50 labour per 10 sqm per day
39Bituminous macadam 5 cm thick:2.9 labour per 10 sqm per day
40Asphaltic concrete:1.23 labour per 10 sqm per day
41Add to or deduct from any item of bituminous work for variation in the quantity of paving bitumen per Kg:0.014 labour per 10 sqm per day
42Add to or deduct from any item of bituminous work for variation in the quantity of chippings per 0.01 cum size of chipping 12.5 mm graded downwards:0.01 labour per 10 sqm per day
4325 mm thick Semi Dense Bituminous concrete:1.7688 labour per 10 sqm per day per day
44Forming 12 mm thick expansion joints filled with preformed filler and top 30 mm premixed and sealed with sealing compound 100 mm depth
:0.22 labour per 10 m per day
45-Do- 150 mm depth:0.22 labour per 10 m per day
46-Do- 200 mm depth:0.31 labour per 10 m per day
47-Do- 250 mm depth:0.31 labour per 10 m per day
S/NoItem of worksOutput
48Forming 20 mm thick expansion joints filled with preformed filler and top 30 mm premixed and sealed with sealing compound 100 mm depth:0.25 labour per 10 m per day
49-Do- 150 mm depth:0.25 labour per 10 m per day
50-Do- 200 mm depth:0.34 labour per 10 m per day
51-Do- 250 mm depth:0.34 labour per 10 m per day
52Add to items of expansion joints, if provided with 20 mm dia mild steel dowel one metre long with ferrules, faced at 400 mm centers including boring form work and preformed filler for dowel:0.252 labour per No. with
0.189 B/smith per day
53Forming contracting (Dummy) joint 60 mm deep x 10 mm wide filled with sealing compound:0.25 labour per 10 m per day
54Forming construction joint 30 mm x 10 mm wide filled with sealing component:0.15 labour per 10 m per day
55Add to or deduct from the item of contraction joint for every 5 mm depth of joint:0.02 labour per 10 m per day
56CSB 75/100 mm thick:15.40 sqm per labour per day
57Mastic Asphalt 25 mm thick10.00 labour per 35 sqm per day
58Tack coat on prepared bituminous/granular surface:1750 Sqm per labour per day
59Fixing road delineator:30 Nos per labour per day
60Erecting/fixing of W beam crash barrier:4.50 mtr per labour per day
61Fixing roads cat eyes:50 Nos per labour per day
BPlant/Equipment
1Rough excavation in mixed soil (soil mixed with boulders) and getting out:43.28 cum per Doze-II per hour.
2Rough excavation in soft rock, which can be quarried or split with dozer blade and getting out:28.32 cum per Doze-II per hour.
3Rough excavation in hard rock by blasting and getting out:28.32 cum per Doze-II per hour.
4Rough excavation in mixed soil (soil mixed with boulders) and getting out:60 cum per hydraulic excavator per hour.
5Rough excavation in soft rock with 250/260 cfm compressor with 2 jack hammers:240 cum per Compr per day
6Rough excavation in hard rock with 250/260 cfm compressor with 2 jack hammers:120 cum per compr per day
7Dismantling of structures with 250/260 cfm compressor with 2 jack hammers:9 cum per compr per day
8Earthwork in embankment by filling with earth free from roots etc. spreading in layers :500 cum per RR per day
9Earthwork in embankment by filling with earth free from roots etc. spreading in layers :100 cum per motor grader per hour
10Loading materials or similar items:30 cum per hour per JCB
11Crushing stone metal size 50 mm graded down to 12.50 mm out of selected stone:11.43 cum per hour per 20 TPH crusher
S/NoItem of worksOutput
12Crushing stone chips of size 20 mm nominal size graded downwards out of selected stone:11.03 cum per hour per 20 TPH crusher
13Crushing stone chippings of size 6 mm nominal size graded downwards out of selected stone:10.67 cum per hour per 20 TPH crusher
14Dewatering below water table zone in area having rain fall upto 200 cm:1.09 water pump per cum
15Dewatering below water table zone in area having rain fall above 200 cm:1.308 water pump per cum
16Mixing mortar for concrete (1:5:10, 1:4:8 & 1:3:6):20 cum per mixer day
17Mixing mortar for concrete (1:2:4,1:1.5:3):7 cum per mixer day
18Consolidation of sub-grade in SMB with 8 to 10 ton road roller :1850 sqm per roller per day
19Consolidation of Granular Sub Base 15 cm with 8 to 10 ton road roller :190 sqm per roller per day
20Consolidation of Granular Sub Base 10 cm with 8 to 10 ton road roller:250 sqm per roller per day
21Consolidation of shingle with 50 mm 8 to 10 ton road roller:476 sqm per roller per day
22Consolidation of shingle with 75 mm 8 to 10 ton road roller385 sqm per roller per day
23Consolidation of shingle with 100 mm 8 to 10 ton road roller:385 sqm per roller per day
24Consolidation of shingle with 150 mm 8 to 10 ton road roller385 sqm per roller per day
25Consolidation of water bound macadam surface 10 cm thick with 8 to 10 ton road roller:248 sqm per roller per day
26Consolidation of water bound macadam surface 7.5 cm thick with 8 to 10 ton road roller:372 sqm per roller per day
27Mixing aggregates with wet mix plant 60 TPH:13.07 cum per hour
28Mixing aggregates with hot mix plant 20/30 TPH:8.89 cum per hour
29Consolidation of Wet Mix Macadam 75 mm thick with 8 to 10 ton road roller:315 sqm per roller per day
30Consolidation of Wet Mix Macadam 100 mm thick with 8 to 10 ton road roller:248 sqm per roller per day
31 - Do - 2 coats surface dressing:560 sqm per roller per day
32Consolidation of 2.5 cm thick premix carpet including sand seal coat with 8 to 10 ton road roller:560 sqm per roller per day
33-Do- 2 cm thick:560 sqm per roller per day
34Heating bitumen with tar boiler 2000 Ltrs:1900 Kg of bitumen per day
35Consolidation of bituminous mixture 2 part of broken stone metal and one part of sand 4 cm thick with 8 to 10 ton road roller:372 sqm per roller per day
36Consolidation of 20 cm thick moorum spreading to 15 cm (consolidated) with road roller 8/10 ton:250 sqm per roller per day
37Consolidation on soil stabilisation (with lime) 15 cm thick (consolidated) with RR 8/10 ton:909 sqm per roller per day
38Consolidation of sand blanketing 25/100 mm thick with Road Roller 8/10 ton:2000 sqm per roller per day
S/NoItem of worksOutput
39Consolidation of built up spray grouting 7.5 cm thick with Road Roller 8/10 ton:248 sqm per roller per day
40Consolidation of bituminous macadam 7.5 cm/5 cm thick with Road Roller 8/10 ton:372 sqm per roller per day
41Consolidation of Asphaltic concrete 4 cm thick with Road Roller 8/10 ton:372 sqm per roller per day
42Consolidation of surface dressing renewal coat with Road Roller 8/10 ton:560 sqm per roller per day
43Consolidation of 2 cm thick premix carpet with liquid seal coat with Road Roller 8/10 ton:560 sqm per roller per day
44Consolidation of premixed sand seal coat with RR 8/10 :1850 sqm per roller per day
45Consolidation of mix seal surfacing type A/ type B with RR 8/10 :762 sqm per roller per day
46Consolidation of 25 mm thick semi dense bituminous concrete with RR 8/10 :595 sqm per roller per day
47Carrying capacity of tipper (4.5 cum) for stone chips and sand upto 5 Km initial lead (3.75 cum per trip):7 Trips per veh per day
48Carrying capacity of tipper (4.5 cum) for boulders/stone/ballast upto 5 Km initial lead (3.75 cum per trip):8 Trips per veh per day
49Carrying capacity of tipper (4.5 cum) for stores upto 5 Km initial lead (5 MT per trip):4 Trips per veh per day
50Carrying capacity of tipper (12 cum) for stone chips and metal upto 5 Km initial lead (9.6 cum per trip):8 Trips per veh per day
CManpower alongwith Veh/Eqpt/Plant
1Dozer D-50 (Size-II):3 labour per day
2Compressor 250/260 cfm with two jack hammer:3 labour per day
3Road Roller 8/10 ton :1 labour per day
4Hot Mix Plant 20/30 TPH:17 labour per day
5Wet Mix Plant 60 TPH :14 labour per day
6Sensor Paver :6 labour per day
7Pay loader/ Wheel Dozer/JCB:4 labour per day
8Motor grader 100 cum per hour :2 labour per day
9Stone Crusher 20 TPH :10 labour per day
10Load Carrier/Tipper :7 labour per day
11Water Truck 9 KL capacity:1 labour per day
12Concrete mixer:25 labour per day
13Crane 10 Ton:10 labour per day
14Bitumen pressure distributor:2 labour per day
DMATERIALS AND STORE NORMS
Surfacing Works
1GSB 10 cm thick with sand,morrum & gravel:S/Metal 0.72 cumS/Chips 0.56 Cum
Sand 0.32 cum
Per 10 sqm
2GSB 15 cm thick with sand,morrum & gravel: Gravel 1.08 cum
Sand 0.72 cum
per 10 sqm
3GSB 10 cm thick with brick aggregate:Brick Agg- 1.52 cum per 10 sqm
4GSB 15 cm thick with brick aggregate:Brick Agg- 2.28 cum per 10 sqm
S/NoItem of worksQuantity
5GSB 10 cm thick with stone aggregate:S/Metal 0.56 cum
S/chips 0.72 cum
Sand 0.32 cum
Per 10 sqm
6GSB 15 cm thick with stone aggregate:S/Metal 0.84 cum
S/chips 1.08 cum
Sand 0.48 cum
Per 10 sqm
7Shingling 50 mm:Shingle 0.675 cum per 10 sqm
8Shingling 75 mm:Shingle 1.0125 cum per 10 sqm
9Shingling 100 mm:Shingle 1.20 cum per 10 sqm
10Shingling 150 mm:Shingle 1.80 cum per 10 sqm
11Sand blanketing 25 mm:Sand 0.3125 cum per 10 sqm
12Sand blanketing 100 mm:Sand 1.25 cum per 10 sqm
13 WBM 7.5 cm thickS/metal 0.99 cum
S/chips - 0.135 cum
Sand 0.075 cum
per 10 sqm
14.WBM 10 cm thick:S/metal 1.32 cum
S/chips - 0.285 cum
Sand 0.10 cum
per 10 sqm
15.Wet Mix Macadam 75 mm thickSand/dust 0.3616 cum
S/metal 0.3616 cum
S/chips 0.4821 cum
Per 10 sqm
16.Wet Mix Macadam 100 mm thickSand/dust 0.4821 cum
S/metal 0.4821 cum
S/chips 0.6429 cum
Per 10 sqm
17.Premix carpeting with sand seal coat 2 cm thick over WBM surface :Stone chips -0.274 cum,
Sand 0.06 cum and
Bitumen 21.75 Kg
Firewood 45.13 Kg
Per 10 sqm
18.Premix carpeting with sand seal coat 2.5 cm thick over WBM surface:Stone chips - 0.343 cum,
Sand 0.06 cum,
Bitumen 25.48 Kg
Firewood 53.69 Kg
Per 10 sqm
192 cm thick BT with sand seal coat on existing BT surface:Stone chips - 0.274 cum
Sand 0.06 cum
Bitumen 21.75 Kg
Firewood 45.13 Kg
Per 10 sqm
20Premix carpeting 4 cm thick over WBM surface:S/chips 0.40 cum,
Sand 0.20 cum
Bitumen-33.50 Kg
Firewood 75.50 Kg
Per 10 sqm
21Premix carpeting 5 cm thick over WBM surface:S/chips 0.50 cum,
Sand 0.25 cum
Bitumen-41.90 Kg
Firewood 94.40 Kg
Per 10 sqm
S/NoItem of worksQuantity
22.Liquid seal coat
:S/chippings 0.09 cum
Bitumen 9.80 Kg
Firewood 16.10 Kg
Per 10 sqm
23Surface dressing renewal coat (two coat):S/chips 0.25 cum
Bitumen 32.00 Kg
Firewood 49.50 Kg
Per 10 sqm
24.Built up spray grouting 7.5 cm thick:S/metal - 1.13 cum,
Bitumen 30 Kg
Firewood 30.00 Kg
Per 10 sqm
25Bituminous Macadam 7.5 cm thick:S/chips 0.9022 cum,
Sand 0.1592 cum
Bitumen 54.3293 Kg
LDO 14.553 Ltrs
Per 10 sqm
26.Bituminous Macadam 5 cm thick:S/chips 0.6014 cum,
Sand 0.1061 cum
Bitumen 36.2195 Kg
LDO 9.702 Ltrs
Per 10 sqm
27Dense Bituminous Macadam 7.5 cm thick:S/chips 0.405 cum,
Sand 0.33 cum
S/dust 0.015 cum
Bitumen 73.5769 Kg
LDO 14.553 Ltrs
Per 10 sqm
28Dense Bituminous Macadam 5 cm thick:S/chips 0.27 cum,
Sand 0.1061 cum
S/dust 0.01 cum
Bitumen 49.0513 Kg
LDO 9.702 Ltrs
Per 10 sqm
29.Asphaltic concrete 4 cm thick:S/chips 0.3215 cum
Sand 0.2514 cum
Cement 18.0524 kg
Bitumen 47.1204 kg
LDO 7.7616 Ltrs
Per 10 sqm
30.Asphaltic concrete 2.5 cm thick:S/chips 0.201 cum
Sand 0.1571 cum
Cement 11.2827 kg
Bitumen 29.4503 kg
LDO 4.9588 Ltrs
Per 10 sqm
31Semi-dense bituminous concrete 2.5 cm thick:Sand 0.1469 cum
S/chips 0.213 cum
S/Dust 0.0074 cum
Bitumen 25.9615 kg
LDO 4.851 Ltr
Per 10 sqm
32Semi-dense bituminous concrete 4 cm thick:Sand 0.2351 cum
S/chips 0.3409 cum
S/Dust 0.0118 cum
Bitumen 41.5385 kg
LDO 7.7616 Ltr
Per 10 sqm
33Mastic Asphalt 25 mm thick:Bitumen 57.2857 Kg
S/chippings 0.1114 cum
S/chips 0.1629 cum
Lime 102.8571 Kg
Per 10 sqm
S/NoItem of worksQuantity
34Tack coat:Bitumen emulsion 2.50 Kg
Per 10 sqm
35Premix carpet with liquid seal coat 2.5 cm thick:S/chips - 0.3425 cum,
Sand 0.09 cum
Bitumen 28.05 kg
Firewood 58.325 Kg
Per 10 sqm
36Premix carpet with liquid seal coat 2 cm thick:S/chips - 0.274 cum,
Sand 0.09 cum
Bitumen 24.72 kg
Firewood 50.20 Kg
Per 10 sqm
37Premix sand seal coat:Sand 0.060 cum
Bitumen 6.80 Kg
Firewood 11.00 Kg
Per 10 sqm
382 cm thick premix with liquid seal coat using CBE:S/chips 0.27 cum
S/chippings 0.09 cum
CBE 31.30 Kg
Per 10 sqm
392 cm thick premix with sand seal coat using CBE:S/chips 0.27 cum
Sand 0.06 cum
CBE 28.30 Kg
Per 10 sqm
40Two coat surface dressing with CBE:S/chips 0.20 cum
CBE 20.00 Kg
Per 10 sqm
41.Prime coat:CBE 7.50 Kg
Per 10 sqm
42.CSB 7.5 cm thick:S/metal 0.328 cum
S/chips 0.3147 cum
Sand 0.3473 cum
Per 10 sqm
43.CSB 10 cm thick:S/metal 0.4374 cum
S/chips 0.4196 cum
Sand 0.463 cum
Per 10 sqm
44Mix seal surfacing Type A:Sand 0.060 cum
S/chips 0.21 cum
Bitumen 22.00 kg
Firewood 40.90 Kg
Per 10 sqm
45Mix seal surfacing Type B:Sand 0.060 cum
S/chips 0.21 cum
Bitumen 19.00 kg
Firewood 37.90 Kg
Per 10 sqm
PERMANENT WORKS
46Excavation in hard Rock:Explosive 0.35 kg per cum of Hard Rock
47Excavation in soft Rock:Explosive 0.175 kg per cum of soft Rock
48Hard core
:S/metal 1.05 cum per cum
S/NoItem of worksQuantity
49PCC 1:5:10:S/metal 0.98 cum
Sand 0.49 cum
Cement 126 kg
Per cum
50PCC 1:4:8:S/metal 0.97 cum
Sand 0.48 cum
Cement 165 kg
Per cum
51PCC 1:3:6:S/metal 0.92 cum
Sand 0.46 cum
Cement 220 kg
Per cum
52PCC 1:2:4:S/chips 0.90 cum
Sand 0.45 cum
Cement 275.33 kg
Per cum
53RCC 1:2:4:S/chips 0.90 cum,
Sand 0.45 cum and
Cement 275.33 kg
Per cum
54RCC M-20:S/chips 0.90 cum
Sand 0.45 cum
Cement 347.33 kg
Per cum
55RCC M-25:S/chips 0.90 cum
Sand 0.45 cum
Cement 403.33 kg
Per cum
56RCC M 30:S/chips 0.90cum
Sand 0.45 cum
Cement 406.67 kg
Per cum
57RCC M 35:S/chips 0.90cum
Sand 0.45 cum
Cement 422.00 kg
Per cum
58RCC M 40:S/chips 0.90cum
Sand 0.45 cum
Cement 435.00 kg
Per cum
59Masonry work in Concrete Hollow block:S/chips 0.534 cum
Sand 0.4678 cum
Cement 170.37 kg
Per cum
60Brick masonry in cm 1:6:Sand 0.202 cum
Bricks 500 Nos
Cement 47.00 Kg
Per cum
61Brick masonry in cm 1:4:Sand 0.20 cum
Bricks 500 Nos
Cement 71.00 Kg
Per cum
62Brick masonry in cm 1:3:Sand 0.175 cum
Bricks 500 Nos
Cement 85.00 Kg
Per cum
63RRM dry:Rubble stone 1.10 cum per cum
64Sausage walling (masonry):Rubble stone 1.22 cum
GI wire 11.80 Kg
Per cum
S/NoItem of worksQuantity
65Sausage walling (boulder filling):Stone boulder 1.22 cum
GI wire 9.23 Kg
Per cum
66Dry walling with Geo-synthetic netting:Rubble stone 1.22 cum
Geo-synthetic net 11.80 sqm
Per cum
67Rubble walling in cement mortar 1:6:Rubble stone 1.10 cum
Sand 0.31 cum
Cement 73.5 kg
Per cum
68
Rubble walling in cement mortar 1:4:Rubble stone 1.10 cum
Sand 0.32 cum
Cement 112 kg
Per cum
69Rubble walling in cement mortar 1:3:Rubble stone 1.10 cum
Sand 0.32 cum
Cement 144 kg
Per cum
70Lined drain:Rubble stone 0.3625 cum
Per mtr
71Flush pointing on Stone work with CM 1:3:Sand 0.08 cum
Cement 36.50 kg
Per 10 sqm
721.2 cm thick plaster 1:6:Sand 0.227 cum
Cement 55.00 Kg
Per 10 sqm
732.5 cm thick plaster 1:6:Sand 0.36 cum
Cement 88.00 Kg
Per 10 sqm
74Providing steel centering and shuttering including preparing and removing the same (considering use of 10 times):Timber 0.04 cum per 10 sqm
75False ceiling with ply wood 4 mm thick:Ply wood 4 mm - 10.0309 sqm Timber - 0.0818 cum
per 10 sqm
76Filling of stone:Stone boulder - 1.10 cum
per cum of back fill qty
77Stone pitching:Rubble stone 1.25 cum per cum
78White washing:Lime - 2.40 kg per 10 sqm
79Painting:Paint - 5.00 Ltrs per 10 sqm for two coats
80Road marking with thermoplastic paint 25 mm:Paint 25.00 Kg
Glass beads 2.50 Kg
LPG gas 4.44 Kg
Per 10 sqm
NoteThe highlighted norms are updated as per MoSRT&H Standard Data Book for Rate Analysis. All norms are suggestive only and actual quantity will be worked out based on Job mix formula/design mix.
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