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


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


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




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


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



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




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




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


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


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




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


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


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


49PCC 1:5:10:S/metal 0.98 cum

Sand 0.49 cum

Cement 126 kg

Per cum


Sand 0.48 cum

Cement 165 kg

Per 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


Sand 0.45 cum

Cement 422.00 kg

Per cum


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


Bricks 500 Nos

Cement 71.00 Kg

Per 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


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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