| 1 | 1 | Excavation in foundation and trenches (For pipes and pits) up to all depths and in all classification of earth work such as pick work, jumper work, situated soil including bailing or pumping out of water, blasting soft or hard rock or chiseling or wedding out of soft/hard rock where blasting is prohibited, in all lifts including trimming and dressing of sides, labeling of beds to correct grade including shoring, strutting, planking, timbering and dewatering wherever required. Stacking usable and unusable material /soil separately and after lying jointing and testing of pipes, returning the usable soil in 15cm layers by ramming and watering and then disposing of all surplus excavated soil/ unusable material as directed with in all leads/ lifts including restoration of un-metalled surfaces to its original conditions and including cost of diversion for traffic, night signal boards, fixing caution boards, crossing over trenches for access to houses, fencing etc. Complete in all respects within all lee\ads and lifts as per direction of the Engineer-in-Charge. | | 3676.26 | Cum |
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| 2 | 2 | Providing and laying cement concrete 1:4:8(1cement: 4sand: 8 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. a) Foundation and plinth. | | 0.96 | Cum |
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| 3 | 3 | Providing and laying cement concrete 1:3:6(1cement: 3sand: 6 graded stone agg.40mm nominal size) and curing complete excluding cost of centering and shuttering complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. a) Foundation and plinth. | | 29.79 | Cum |
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| 4 | 4 | Providing and laying cement concrete 1:1 ½ :3(1cement:1 ½ sand:3graded stone aggregate of 20mm nominal size)and curing complete excluding cost of form work and reinforcement for reinforced concrete work complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | | | |
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| 5 | 4.01 | Foundation footing , basis of columns and the like and mass concrete. | | 34.5 | Cum |
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| 6 | 4.02 | Walls (any thickness) but not less that 0.10 Mtrs. thick including attached pilasters buttresses plinth and string course from top of foundation upto floor two levels. | | 74.34 | Cum |
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| 7 | 4.03 | Suspended floor, roof, landing, balconies, shelves and thwir supports balconies, beams girder bressumers and cantilevers upto floor two level. | | 4.09 | Cum |
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| 8 | 5 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a rough finish including centering shuttering strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4mtrs.and removal of the same for in situ reinforced concrete and plain concrete work complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | | | |
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| 9 | 5.01 | Vertical surfaces such as walls (any thickness)portions and the like including attached pilaster buttresses plinth and string course and the like | | 774.53 | Sqm. |
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| 10 | 5.02 | Flat surface such as soffits and suspended floors, roofs, landings and the like: Floors etc. up to 200mm in thickness within all leads and lifts | | 31.56 | Sqm |
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| 11 | 6 | Providing & Laying mild /tor steel reinforcement for RCC. work including bending, binding and placing in position complete up to floor two level complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | | 10663.1 | Kg |
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| 12 | 7 | Providing and laying cement concrete 1:510(1cement: 5sand: 10 graded stone agg.40mm nominal size) with 15% plum and curing complete excluding cost of form work in Retaining /Breast walls the size of plums shall usually be 150mm to 300mm as per the specification complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | | 4.22 | Cum |
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| 13 | 8 | Providing & Fixing of MS Fabricated Protection Panel 750 mm x750mm made with MS Angle 40 x40 x4 mm for frame, MS Angle 30x30 x3 mm for cover. MS Flat 25 x5mm for fixing of sliding door bolt and MS Sheet( 12gauge) 2.50 mm thick for protection of manhole covers of storage tanks including the cost of cutting and welding of MS angle & in RCC slab, by drilling holes in MS angle & in RCC slab, provision for providing and fixing sliding door bolt 300 x16mm MS Handle 100 mm, Lock and applying a coat of red lead paint & painting two coat with steel paint ( Firoza Blue) complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | | 10 | No |
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| 14 | 9 | Laying Jointing of G.I Pipe (;light grade) tube fitting in trenches I/c earth work complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | | | |
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| 15 | 9.01 | Inlet & Oulet pipe - 65mm | | 18 | Rmt. |
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| 16 | 9.02 | Scour pipe - 80mm | | 27 | Rmt. |
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| 17 | 9.03 | Scour pipe - 40mm | | 24 | Rmt. |
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| 18 | 9.04 | Inlet & Oulet pipe - 32mm | | 48 | Rmt. |
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| 19 | 10 | Providing & Fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I upto 300mm dia.(i/c brass spindle & as per 2906-1984class-II for dia. 300 mm) in outlet, Scour and inlet pipe of G.I With M.S flange T-5 i/c welding and fix the sluice valve with flanged pipe complete with bolts nuts,rubber insertion etc.,complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. for Scour pipe/ Out let pipe / inlet pipe | | | |
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| 20 | 10.01 | 65mm Dia. | | 3 | Rmt. |
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| 21 | 10.02 | 80mm Dia. | | 6 | Rmt. |
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| 22 | 11 | Providing & fixing of Brass full way wheel of superior quality (IS:780 Class-1) mark of following dia. With in all lead & lift complete in all respect as per the direction of Engineer in charge. in outlet, Scour and inlet pipe of G.I complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | | | |
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| 23 | 11.01 | 32mm diameter | | 4 | No |
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| 24 | 11.02 | 40 mm diameter | | 4 | No |
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| 25 | 12 | P/F C.I Ventilating pipe 100 mm dia 1 mt height, with C.I cowl fixed at top of pipe ,complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | | 4 | No |
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| 26 | 13 | Laying, jointing and testing in trenches galvanized mild steel screwed and socketed/flanged pipes of following diameter and class, tube fittings in trenches i/c carriage of pipes from Sub-Divisional Store to site of work,(Earth work in trenches to be measured and paid for separately) complete in all respect and to the entire satisfaction of the Engineer-in-charge: | | | |
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| 27 | 13.01 | G.I pipe 20mm dia. (LC) S/S | | 4970 | Rmt |
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| 28 | 13.02 | G.I pipe 25mm dia. (LC) S/S | | 5400 | Rmt |
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| 29 | 13.03 | G.I pipe 32mm dia. (LC) S/S | | 1810 | Rmt |
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| 30 | 13.04 | G.I pipe 40 mm dia. (LC) S/S | | 1820 | Rmt |
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| 31 | 14 | Providing and placiang in horizontal layers filtering media dully graded ,screened washed and cleaned as specified Engineer-in-charge within all leads and lifts.as per the direction of Engineer-in-charge. | | | |
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| 32 | 14.01 | Top layer:- Fine sand (eff.size 0.20mm to 0.40mm and uniformity-co-eff.2.00 to 3.00 from approved quarry in all leads and lifts. | | 58.18 | cum |
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| 33 | 14.02 | 2nd layer:- Coarse sand 3mm to 6mm from approved quarry in all leads and lifts. | | 10.27 | cum |
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| 34 | 14.03 | 3rd layer:- Bajri 6mm to 20mm from approved quarry in all leads and lifts. | | 5.13 | cum |
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| 35 | 14.04 | 4th layer:- Bajri 20mm to 25mm from approved quarry in all leads and lifts | | 6.84 | cum |
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| 36 | 14.05 | 5th Layer:- Broken stone 50mm to 75mm from approved quarry in all leads and lifts | | 10.27 | cum |
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| 37 | 15 | Providing ad laying C.C.1:2:4(cement:2sand:4graded stone agg.20mm nominal size) and curing complete excluding cost of form work in RCC work (Cement concrete drain in C.C.1:2:4 under in precast slab,size of drain ( .10x.125x80MT.). | | 3 | Cum |
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| 38 | 16 | Providing and laying of RCC precast slab size 300X 400 & 50 mm sizein cement concrete 1:2:4 (1cement:2 sand:4graded stone agg. of 20mm nominal size) and curing complete i/c cost of steel & form work complete in all respect within all lead and lifts as per the direction of Engineer-in-Charge. | | 68.45 | Sqn |
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