| 1 | 1 | Excavation in foundation trenches etc. in earth work,lift upto 1.2 meters staking the excavated soil not more than 3mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required in to plinths sides of foundation etc. Consolidating each deposited layers by ramming and water and then disposing of allsurplus excavated earth with in all leads and lifts as per the directions of the Engineer in charge. | | 8730.2 | Cum |
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| 2 | 2 | Providing and laying cement concrete 1:3:6 (1cement: 3 sand: 6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of from work in foundation and plinth with in all leads & lifts as per entire satisfication of Engineer - in - charge. | | 63 | Cum |
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| 3 | 3 | Provididng and laying 1:1:2(1 Cement: 1 Sand: 2 graded stne agg. 20mm Nominal Size) and curing complete excluding cost of form work and reinforccement for reinforced concrete in walls (any thickness) attached plasters, buttresses, beams girders and cantilevers uo to floor two level with in all leads and lifts as per the direction of the Engineer in Charge. | | 150.4 | Cum |
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| 4 | 4 | Providing from work steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c centering, shuttering, strutting and propping etc. with wooded battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads and lifts as per the direction of the Engineer-in-charge | | | |
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| 5 | 4.01 | i) Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters, buttress, plinth and string couress and the like. | | 1228.83 | Sqm |
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| 6 | 4.02 | ii)Flat surfaces such as soffits and suspended floors, roofs landing and the like: Floors etc up to 200 mm in thickness . | | 66.29 | Sqm |
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| 7 | 5 | Providing and laying cement concrete 1:1.5:3 (1cement :1.5 approved sand :3 approved graded stone aggregate 20mm nominal size) & curing complete excluding cost of form work & reinforcement for reinforced concrete work in Suspended Floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever up to floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge. | | 14.27 | Cum |
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| 8 | 6 | Providing mild steel/tor steel for RCC work including bending and binding placing in position complete upto floor two level with in all leads and lifts as per the direction of the Engineer - in - Charge. | | 19788.6 | Kg |
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| 9 | 7 | Providing and laying (porus) No fine cincrete 1:4 (1 cement: 4 graded stone agg. 40mm) and above and curing complete with weep holes or porus etc. with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge. | | 2.37 | Cum |
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| 10 | 8 | Providing and fixing cast iron cover without frame for main holes for frame 500mm internal diameter C.I. cover (Medium duty) the weight of coner to not less than 58 kg with in all leads & lifts as per the entire satisfaction & direction of the Engineer Incharge. | | 16 | Nos. |
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| 11 | 9 | Providing and placing horizontal layers filtering media duly graded screened washed and cleaned as specified by the Engineer Incharge with in all leads and lifts. | | | |
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| 12 | 9.01 | i) Broken stone 50mm to 75mm. | | 10.91 | Cum |
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| 13 | 9.02 | ii)Bajari 20mm to 25mm. | | 10.3 | Cum |
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| 14 | 9.03 | iii)Bajari 6mm to 20mm. | | 10.06 | Cum |
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| 15 | 9.04 | iv) Course sand 3mm to 6mm. | | 6.53 | Cum |
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| 16 | 9.05 | v) Effective size 0.20mm to 0.40mm and uniformity 3.00 | | 31.57 | Cum |
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| 17 | 10 | Laying and jointing GMS pipes (Light class) of various dia meret for inlet, outlet and scour pipe including all leads, lifts and carriage of material at site and as directed by the Engineer-in-Charge. | | | |
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| 18 | 10.01 | 80mm dia nominal bore | | 60 | Rmt |
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| 19 | 11 | Providing nad fixing C.I. sluice valve with hand wheel as per IS 780 class 1.00 300mm dia including brass spindal and as per IS 2906 class-II diameter more than 300 mm complete with bolt nuts rubber insertion etc (the tail piece if required shall be measured and paid seperately) | | | |
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| 20 | 11.01 | 80mm dia nominal bore | | 18 | Nos. |
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| 21 | 12 | Steel work welded in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of red lead paint etc. with in all leads and lifts as per the direction of the Engineer in charge. | | 1.5 | Qtl |
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| 22 | 13 | Steel work in single sections including cutting, hoisting, fixing in position and applying a priming coat of red lead paint in R.S. Joists,channels, angles, tees etc. with in all leads and lifts as directed by the Engineer Incharge | | 16.34 | Qtl |
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| 23 | 14 | Providing & laying CC 1:2:4 1cement:2 sand 4 graded aggregates 20mm nominal size curing complete excluding cost of form work & reinforcement for RCC work in foundation and plinth with in all leads and lifts as per the direction of the Engineer in charge. | | 4.84 | Cum |
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| 24 | 15 | Supply & fixing galvanised steel bar-bed wire (IS 278-1962 Type -1 ) weighing 9.38 kg per 100 mtr. Min. staining & fixing to any type of standard rails straining bolts i/c securing with & provision of gavanised mild steel wire staples or steel pins etc. with in all leads & lifts as directed by Engineer in-charge. | | 2492.7 | Per 100 Rmt |
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| 25 | 16 | Providing and fixing pressed steel door, frames, manufactured from comercial mild steel sheet of 1.25 mm thickness including hinges jump block Jamb, beed, and if required angle threshold of mil steel angle of section 50x25mm or base ties of 1.25mm pressed mild steel welded or regidly fixed together by machanical means adjustable lugs with split and tails to each Jamb i/c steel but things 2.5mm thick with guards lock strike plate and shock as specified and applying a coat of applying steel primer after pretreatment of the surfaces directed by the Engineer-in-charge | | 270.4 | Mtrs |
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| 26 | 17 | Laying , jointing and testing in trenches Galvanised Mild Steel tube of the following dia metres including smooth bending by necessary bends, or through pipe bending machine with necessary all pipe fittings such as Tees, Elbows, Union & Reducers etc. of ISI marked & testing for leakage complete with in all leads & lifts as per entire satisfication of Engineer - in - charge. (Earth work in trenches to be measured and paid for separately) | | | |
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| 27 | 17.01 | 15 mm dia. | | 7950 | Rmt |
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| 28 | 17.02 | 25 mm dia. | | 4700 | Rmt |
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| 29 | 17.03 | 32 mm dia. | | 4550 | Rmt |
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| 30 | 17.04 | 40 mm dia. | | 11000 | Rmt |
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| 31 | 18 | Providing & fixing of Brass full way wheel valve of the following diametre including necessary all pipe fittings with in all leads & lifts as per entire satisfication of Engineer - in - charge. | | | |
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| 32 | 18.01 | 15 mm dia. | | 106 | Nos. |
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| 33 | 18.02 | 25 mm dia. | | 4 | Nos. |
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| 34 | 18.03 | 32 mm dia. | | 3 | Nos. |
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| 35 | 18.04 | 40 mm dia. | | 2 | Nos. |
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