| 1 | 1 | Earthwork in excavation by Manual means in all kinds of Soil in trenches for foundation, drians, pipes, cables etc., not exceeding 1.5m in width and for shafts wells, cesspits and the like not exceeding 10sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed, within lead of 50meters | | 1 | cum |
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| 2 | 2 | Earthwork in excavation by Mechanical means in all kinds of Soil in trenches for foundation, drians, pipes, cables etc., not exceeding 1.5m in width and for shafts wells, cesspits and the like not exceeding 10sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed, within lead of 50meters | | 1 | cum |
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| 3 | 3 | Dismentling manualy /Mechanically including stacking of serviceable material and disposal of unserviceable material within 50 Meter lead \ni)\tBituminous road | | 1 | Sqm |
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| 4 | 4 | Earthwork in excavation by Mechanical means in all kinds of Soil in trenches for foundation, drians, pipes, cables etc., not exceeding 1.5m in width and for shafts wells, cesspits and the like not exceeding 10sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out excavated earth and disposal of surplus excavated earth as directed, within lead of 50meters | | 1 | cum |
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| 5 | 5 | Demolishing cement concrete manually/ by mechanical means including disposal of material with 50 mtrs lead\na)\t1: 3: 6 or richer mix. | | 1 | cum |
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| 6 | 6 | b)1:4:8 Leaner mix. | | 1 | cum |
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| 7 | 7 | Laying and fitting of GI pipes complete including cost of pipes and earth work including fittings and pipe specials gate valves and unforeseen items complete job.\na)\t15 mm dia | | 1 | Rmt |
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| 8 | 8 | b)20 mm dia | | 1 | Rmt |
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| 9 | 9 | c)25 mm dia | | 1 | Rmt |
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| 10 | 10 | d)32 mm dia | | 1 | Rmt |
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| 11 | 11 | e)40 mm dia | | 1 | Rmt |
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| 12 | 12 | f) 50 mm dia. | | 1 | Rmt |
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| 13 | 13 | g) 65 mm dia. | | 1 | Rmt |
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| 14 | 14 | h) i) 80 mm dio ( L ) | | 1 | Rmt |
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| 15 | 15 | ii)80 mm dia ( M ) | | 1 | Rmt |
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| 16 | 16 | i) 100 mm dia ( L ) | | 1 | Rmt |
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| 17 | 17 | ii)100 mm dia ( M) | | 1 | Rmt |
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| 18 | 18 | Laying & fitting of HDPE pipes (including cost of pipe) including fittings and pipe specials gate valves and unforeseen items complete job a)63 mm dia | | 1 | Rmt |
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| 19 | 19 | a) 50mm dia | | 1 | Rmt |
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| 20 | 20 | b) 40mm dia | | 1 | Rmt |
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| 21 | 21 | c) 32mm dia | | 1 | Rmt |
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| 22 | 22 | d) 25mm dia | | 1 | Rmt |
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| 23 | 23 | Dismantling GI pipes (External work) including excavation and refilling after taking out the pipes, manually/ by mechanical means including stacking of pipes with in 50 Mtrs lead a)15 mm to 40 mm dia nominal bore | | 1 | Rmt |
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| 24 | 24 | b)Above 40 mm nominal bore. | | 1 | Rmt |
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| 25 | 25 | Filling avaliable excavated earth (excluding rock) in trenches, plinth, sides of foundation etc., in layers not exceeding 20cm in depth, consolidating each deposited layers by ramming and watering lead upto 50m and lift upto 1.5m. | | 1 | cum |
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| 26 | 26 | Supply of Fitter/ Mazdoor/ Mason etc.\na)\tSupply of Fitter ( 2nd class) | | 1 | No |
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| 27 | 27 | b)Supply of Labour (Mazdoor) | | 1 | No |
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| 28 | 28 | c) Supply of Masson a) Ist Class | | 1 | No |
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| 29 | 29 | Locating/ Tracing of blockages/ leakages including excavation of pits. | | 1 | Maz |
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| 30 | 30 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering-all work upto plinth level 1:3:6 (1 cement: 3 coarse sand 6 Graded stone aggregate of 20 mm\n nominal size) (Crushed) | | 1 | Cum |
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| 31 | 31 | Providing and laying damp –proof course 40 mm thick with cement concrete 1:2:4 m( 1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal Size) | | 1 | Sqm |
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| 32 | 32 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring , shuttering, finishing and reinforcement all work upto plinth level 1: 1.5:3 1 Cment : 1.5 coarse sand 3 Graded stone aggregate 20 cm nominal size) crushed. | | 1 | cum |
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| 33 | 33 | Centering and shuttering including strutting, propping etc and removal of form for :-\na)\tFoundations footings, bases of columns etc for mass concrete | | 1 | Sqm |
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| 34 | 34 | Walls(any thickness)including attached pilasters, buttresses plinth and string course etc | | 1 | Sqm |
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| 35 | 35 | Suspended floors, roofs, landing balconies and access plateform | | 1 | Sqm |
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| 36 | 36 | Edges of slabs and breaks in floors and walls under 20 cm wide | | 1 | Rmt |
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| 37 | 37 | Dry stone pitching 225 mm thickness including cost of stone and preparation of surface“Nallah”. | | 1 | Sqm |
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| 38 | 38 | 12 mm cement plaster of Mix 1:4 mix (1 Cement : 4 course sand). | | 1 | Sqm |
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| 39 | 39 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) finished with a floating coat of neat cement slurry but excluding\n the cost of nosing of steps etc complete 50 mm thick with 20 mm nominal size crushed stone aggregate a) Nallah aggregate | | 1 | Sqm |
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| 40 | 40 | Carriage of sand, Bajri, stones bricks/ tiles from nearest source to site of work incl. loading, unloading and stacking complete (To be paid as per actual \ndistance involved at site)\na)Sand average distance 15 Km by MT | | 1 | cum |
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| 41 | 41 | b)Stone agg above 40 mm average distance 15 Km by M.T. | | 1 | cum |
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| 42 | 42 | c)Stone agg Below 40 mm average distance 15 KM by M.T. | | 1 | cum |
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| 43 | 43 | d)Stones average distance 15 Km by Mech. Transport. | | 1 | cum |
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| 44 | 44 | e)Bricks average distance of 10 Km by Mech, transport | | 1000 | nos |
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| 45 | 45 | Carriage of material from source to site of work average 300 M by Head Load. A) Sand. | | 1 | cum |
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| 46 | 46 | b)Stone agg above 40 mm | | 1 | cum |
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| 47 | 47 | c)Stone agg Below 40 mm | | 1 | cum |
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| 48 | 48 | d)Stones | | 1 | cum |
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| 49 | 49 | e)Bricks | | 1000 | nos |
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| 50 | 50 | Dry Random rubble masonry with hard stone from nallah in foundation and plinth | | 1 | Cum |
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| 51 | 51 | Random rubble masonry 1:6 mix with hard stone from nallah in foundation and plinth including levelling up with 1:6:12 | | 1 | Cum |
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| 52 | 52 | Wrapping of Glass wool & Chicken mesh | | 1 | Sqm |
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| 53 | 53 | Removal of slips, shingles/ surface boulders | | 1 | Cum |
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| 54 | Total in Figures | | | | |
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