| 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 | ii\tWater Bound Macadam Road. | | 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 | Fabrication of joints GI/ DI/ MS pipes excluding earth work each a)40 mm dia | | 1 | each |
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| 24 | 24 | b) 50 mm dia | | 1 | each |
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| 25 | 25 | c) 65 mm dia | | 1 | each |
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| 26 | 26 | d) 80 mm dia. | | 1 | each |
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| 27 | 27 | d) 100 mm dia. | | 1 | each |
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| 28 | 28 | Labour rate for cutting of CI / GI/MS / DI with steel saw a) 80 mm dia | | 1 | each |
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| 29 | 29 | b) 100 mm dia. | | 1 | each |
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| 30 | 30 | 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)\t15mm to 40 mm dia nominal bore. | | 1 | each |
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| 31 | 31 | b)\tAbove 40 mm nominal bore. | | 1 | each |
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| 32 | 32 | 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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| 33 | 33 | Supply of Fitter/ Mazdoor/ Mason etc.\na)\tSupply of Fitter ( 2nd class) | | 1 | No |
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| 34 | 34 | b)Supply of Labour (Mazdoor) | | 1 | No |
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| 35 | 35 | c) Supply of Masson a) Ist Class | | 1 | No |
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| 36 | 36 | Locating/ Tracing of blockages/ leakages including excavation of pits. | | 1 | Maz |
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| 37 | 37 | 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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| 38 | 38 | Carriage of department material from Divisional store to site of work average distance in Kms by Mechanical Transport (Paid as per actual distance involved at site shall be paid as per S.S. of rates 2012).\na)\tGI Pipe and fitting. | | 1 | MT |
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| 39 | 39 | a) Cement | | 1 | MT |
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| 40 | 40 | b) Steel. | | 1 | MT |
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| 41 | 41 | Carriage of Departmental material from stacking place to site of work average 500 Mtrs by Head Load ( Paid as per actual distance involved at site) a) GI Pipe and fitting. | | 1 | MT |
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| 42 | 42 | b)Cement | | 1 | MT |
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| 43 | 43 | b) Steel | | 1 | MT |
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| 44 | 44 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-all work up to plinth level 1:3:6 (1 cement: 3 coarse sand 6 Graded stone aggregate of 20 mm nominal size) (Crushed) | | 1 | cum |
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| 45 | 45 | Providing and laying damp-proof coarse 50 mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 12.5mm nominal size) Crushed. | | 1 | Sqm |
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| 46 | 46 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering , shuttering, finishing and reinforcement all work upto plinth level 1: 1.5:3 1 Cement : 1.5 coarse sand 3 Graded stone aggregate 20 cm nominal size) crushed. | | 1 | cum |
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| 47 | 47 | Reinforced cement concrete work in walls (any thickness) incl. attached pilasters, buttresses, plinth and string courses, fillets, columns ,pillars piers, abutments posts and struts etc. upto floor V level excluding cost of centring, shuttering finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand: 3 graded stone aggregate 20 mm nominal size) | | 1 | cum |
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| 48 | 48 | Reinforced cement concrete work in beams, suspended floors, roofs, having slope upto 15” landings balconies shelves, chajjas, lintels, bands, plain window sills stair cases and spiral stair cases upto floor Five level excluding the cost of centering shuttering finishing and reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | | 1 | cum |
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| 49 | 49 | Centering and shuttering including strutting, propping etc and removal of form for :- | | 1 | Sqm |
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| 50 | 50 | Walls(any thickness)including attached pilasters, buttresses plinth and string course etc | | 1 | Sqm |
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| 51 | 51 | Lintels, beams, plinth beams, girders ,bressumers and cantilevers.. | | 1 | Sqm |
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| 52 | 52 | Arches, domes, valuts upto 6 m span | | 1 | sqm |
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| 53 | 53 | Edges of slabs and breaks in floors and walls under 20 cm wide | | 1 | Rmt |
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| 54 | 54 | Suspended floors, roofs, landing balconies and access plateform | | 1 | Sqm |
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| 55 | 55 | Dry stone pitching 225 mm thickness including cost of stone and preparation of surface “Nallah”. | | 1 | cum |
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| 56 | 56 | Dry stone pitching (any thickness) excluding cost of stones:- | | 1 | cum |
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| 57 | 57 | Hand packing stones in wire-crates, excluding cost of crates and stones. | | 1 | cum |
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| 58 | 58 | 15 mm cement plaster on rough side of single or half Brick wall of mix 1:4 (1 cement: 4 coarse sand). | | 1 | Sqm |
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| 59 | 59 | 12 mm cement plaster of Mix 1:4 mix (1 Cement : 4 course sand). | | 1 | Sqm |
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| 60 | 60 | Extra for plastering on circular work not exceeding 6 m in radious (in one coat) | | 1 | sqm |
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| 61 | 61 | 6 mm cement plaster to ceiling of mix 1:3 (1 cement : 3 fine sand) | | 1 | sqm |
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| 62 | 62 | 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 the cost of nosing of steps etc complete 50 mm thick with 20 mm nominal size crushed stone aggregate a) Crushed. | | 1 | Sqm |
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| 63 | 63 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladders railing, brackets, gates and similar works, | | 1 | kg |
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| 64 | 64 | 1.8 m high fencing with 2.4 m angle iron 50x50x6mm posts placed every 3 m centre to centre embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side and provided with 12 horizontal lines and two diagonals inter woven with horizontal wires of barbed wire 9.38 kgs per 100 m (min) between two posts fitted and fixed with GI staples, turn buckles etc. complete (const of posts struts, earth work and concrete to be paid for separately) with G.I. barbed wire. | | 1 | Sqm |
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| 65 | 65 | Supplying and stacking of good earth at site excluding carriage | | 1 | cum |
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| 66 | 66 | Deployment of extra fitters/Mazdoor for restoration of damaged GI pipes on account of emergent nature of works a)Fitter | | 1 | no |
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| 67 | 67 | b)Mazdoor | | 1 | no |
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| 68 | 68 | Making connection of GI distribution branch with GI main of following sizes by providing and fixing Tee, including cutting and threading the pipes etc. complete.25 to 40 mm dia nominal bore | | 1 | each |
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| 69 | 69 | 50 to 80 mm dia nominal bore | | 1 | each |
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| 70 | 70 | 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 distance involved at site)a) Sand average distance 15 Km by MT | | 1 | cum |
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| 71 | 71 | a) Sand average distance 15 Km by MT | | 1 | cum |
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| 72 | 72 | b)Stone agg above 40 mm avg distance 15 km | | 1 | cum |
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| 73 | 73 | c)Stone agg belowe 40 mm avg distance 15 km | | 1 | cum |
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| 74 | 74 | d)Stones average distance 15 Km by Mech. Transport. | | 1 | cum |
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| 75 | 75 | e)Bricks average distance of 10 Km by Mech, transport | | 1000 | nos |
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| 76 | 76 | Carriage of material from source to site of work average 250 M by Head Load. A) Sand. | | 1 | cum |
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| 77 | 77 | b)Stone agg above 40 mm | | 1 | cum |
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| 78 | 78 | c)Stone agg Below 40 mm | | 1 | cum |
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| 79 | 79 | d)Stones | | 1 | cum |
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| 80 | 80 | e)Bricks | | 1000 | nos |
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| 81 | 81 | Dry Random rubble masonry with hard stone from nallah in foundation and plinth | | 1 | Cum |
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| 82 | 82 | 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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| 83 | 83 | Wrapping of Glass wool & Chicken mesh | | 2 | Cum |
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| 84 | 84 | Solid block masonry in M10 grade with cement mortor (1:3) mix | | 1 | Sqm |
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| 85 | Total in Figures | | | | |
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