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| 1 | Excavation in foundations,trenches etc., in earth work, lift upto 1.50 mts. Stacking the excavated soil not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cms. Layers,when required into plinths sides of foundation etc.,consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated earth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge. |
| 2 | Providing Laying Cement concrete 1:3:6 ( 1 Cement :3 Sand :6 Geaded stone aggregate 40 mm nominal size) & curing complete in foundation & Plinth. |
| 3 | Providing & laying cement concrete 1:1.5:3 ( 1 Cement :1.5 sand:3 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- Foundation,footing,bases of columns and the like & mass concrete. |
| 4 | Wall (any thickness but not less than 0.10 mts.Thickness)attached pillasters,buttresses plinth,& string courses etc.from top of found.level upto floor two level |
| 5 | Prov.form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5mm,so as to give a fair finish i/c centring shuttering,strutting & propping etc. with wooden battens & ballies,ht. of propping & centring below supporting floor to ceiling not exceeding 4.00 mts. & removal of the same for in situ-reinforced concrete & plain concrete work :- Vertical surfaces such as wall (any thick.) partitions & the like i/c attached pillasters,buttresses,plinth & string courses & the like. |
| 6 | Prov.form work of ordinary timber plankings so as to give a rough finish i/c centring, shuttering,strutting & propping etc. ht.of propping & centring below supporting floor to ceiling not exceeding 4 mts. & removal of the same for insitu-reinforced concrete & plain concrete work in :- Arches beyond 6.00 mts.span |
| 7 | Prov.in RCC work smooth finishing of the exposed surface with cement mortor1:3(1cement :3 sand ) |
| 8 | Providing & laying cement concrete 1:1.5:3 ( 1 Cement :1.5 sand:3 graded stone aggregate 20 mm nominal size) & curing complete excluding the cost of form work & reinforcement for reinforced concrete work in :- (i) Suspended floor,roofs,landing & shelves & their support balconies,beams,girders,bressumers & cantilever upto floor level. |
| 9 | (ii)Arches upto floor two level. |
| 10 | Providing Tor steel reinforcement for RCC work i/c bending,binding & placing complete upto floor two level. |
| 11 | Steel work welded in built up sections,trusses & framed work i/c cutting,hoisting & fixing in position & applying a priming coatof red paint :- In grating, framed ,guards,bars, ladders,railing,brackets & similar works. |
| 12 | Laying in trenches GMS/MS Tubes (L/M class) tube fitting (Earth work in trenches to be measured & paid for separately) i) 80 mm (L/M ) ( Inlet and Outlet) |
| 13 | Providing and supplying double flanged sluice valve of following sizes make Bir/Kartar/ ISI marked and capable of with standing the normal pressure as per10.20 Kg IS: 14846-2000 class PN-1 brass steel spindle complete with accessories in all repest and to the entire satisfaction of Engineer-in-charge with in all lead and lifts.80 mm dia |
| 14 | Constructing chamber for sluice valve, with CI surface box 100 mm top dia.,160 mm bottom dia. & 180 mm deep(inside) with chained lid RCC top 1:2:4 mix (1 cement :2 sand :4 graded stone aggregate 20 mm nominal size) 100mm thick foundation concrete 1:5:10 mix (1cement : 5 sand : 10 graded stone aggregate 40 mm nominal size) & inside plastering with cement mortor 1 :3 (1 cement : 3 sand) finished with a floating coat of neat cement i/c curing complete. 600 x 600 x 750 mm inside size With 150 mm thick walls of RCC 1:2 :4 (1 cement :2 sand :4 graded stone aggregate 20mm nominal size) complete with form work & reinforcement with 6 mm bars at not exceeding 150 mm centres both ways |
| 15 | Prov. & fixing SFRC Man hole cover with frame having frames size of 560 mm internal dia.should not be less than 100 kg |
| 16 | Provision for inlocking connection inlet/outlet,distribution system i/c cutting and welding ,Tee,bends various dia complete in all respect |
| 17 | laying,jointing and testing in trenches galvanised mild steel tube of following dia and grade confirming to BIS 1239 ( with latest ammendment upto date) as per classification of pipe as specified below. The laying of pipe shall confirm to BIS 5822 (With latest ammendment upto date), including all fitting complete al restect within all leads & lifts. (earth work in trenches to be measured and paid for separately). 80 mm dia |
| 18 | Providing cutting circumferential butt welded joints by electrical welding to following dia G.I. /MSERW pipes confirming to IS:1239-1990 (Part-I)/1978-1982 grade YST-210 welded in requisite number of weld and the minimum throat thickness of welding confirming to IS:816-1969 specification by using welding rods of 2.5mm to 6.3mm of Advani Oerlikon (Adore)/EASB make confirming to IS:814-1991 at site complete in all respect including manual /mechanical leads of pipes in all leads and lifts and to entire satisfaction of the Engineer-in-charge complete in all respect. 80 mm dia |
| 19 | Providing, Fixing/welding of MS plate flanges at confirming to table as specified below as per IS- 6392-1971 (Latest with upto ammendment) welding of MS flanges (one layers outer side & one layer on inner side of each flange with GMS pipe (The cost of GMS pipe to be measured & paid for separately) according to relevant BIS standard detail technical specifications with nuts, bolts of required size minimum 3mm thick compressed asbestos fibre/synthetic rubber gasket confirming to relevant BIS code as given in the technical clarification including carriage of material in all leads and lifts. 80 mm dia T-17 Please Enable Macros to View BoQ information |
