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| 1 | Excavation in foundations trenches etc. in carth work, lift upto 1.50 mts. Stacking the excavated syd not more than 3 mts. Clear from the edge of the excavation & then returning the stacked soil in 15 cams. Layers, when required into plinths sides of foundation etc. consolidating each deposited layers by ramming & watering & then disposing of all surplus excavated carth as dierected within all leads & lifts as per entire satisfaction of Engineer in charge |
| 2 | Providing and laying cement concrete 1:3:6(1cement: 3sand:6 graded stone aggregate 40mm nominal size and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. |
| 3 | Prov.form work with steel plates 3.15mm thick welded with angle iron frame 30 x 30 x 5mm so as to give a fair finish including centring, shuttering,strutting & propping etc. with wooden battens and ballies, height of propping & centering below supporting floor to ceiling not exceeding 4mtr.& removal of same for insitu rainforced concrete and plain concrete work complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :- |
| 4 | Edge of slab and breaks in floors and wall under 20cm wide |
| 5 | Vertical surfaces such as walls ( any thickness ) partition and the like including attached pillasters buttresses, plinth and string courses and the like. |
| 6 | Beam cantilevers girder and intels Sides and soffits of beam haunching cantilever girder bressumers and lintels not exceeding 1 metres in depth complete in all leads and lifrs and as per the directioin and to the entire satisfaction of the Engineer-in-Charge :- |
| 7 | Providing form work of ordinary timber plankings, so as to give a rough finish including centring, shuttering , strutting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4meters and removal of the same for insitu reinforced concrete and plain. (In Arches exceeding 6.00 mtr.span) |
| 8 | Providing and laying cement concrete 1:1:5:3(1cement:1.5sand:3 graded stone aggregate 20mm nominal size)and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- |
| 9 | In foundation, footings, basis of columns and the like and mass concrete in all leads and lifts as per direction and to the entire satisfaction of the Engineer-in-charge. |
| 10 | 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 |
| 11 | Lintel beams girders bresaumers and cantilevers up to floor two level |
| 12 | (i)Arches upto floor two level: |
| 13 | Providing, Laying mild or tor steel reinforcement for RCC. Work including bending binding and placing in position complete upto floor two level Tor steel complete in all respect as per direction and to the entire satisfaction of the Engineer-in-charge. |
| 14 | Providing and fixing masquito proof ventilator 400mm dia 300mm dia high as p the direction of Engineer in charge with in all leads and lifts |
| 15 | Providing & Fixing of SFRC manhole cover with frame having frames size of 500mm internal dia (Medium duty). The weight of cover and frame should not less than 100 Kg. complete in all respect within all leads and lifts as per the direction of Engineer-in-Charge. |
| 16 | Laying in trenches GMS/MS Tubes (L/M class) tube fitting (Earth work in trenches to be measured & paid for separately) |
| 17 | 100 mm dia |
| 18 | Providing and fixing C.I. Sluice valves of following diameter Bir/Kartar make with hand wheel as per IS:780-1984 Class-I upto 300mm dia (incluidng brass spindle as per 2906-1984 Class-II for dia >300mm dia complete with bolts nuts, rubber insertion etc. (The tail piece if required shall be mesured and paid for separately) as per diection and to the entire satisfaction of the Engineer-in-charge. |
| 19 | 100 mm dia |
| 20 | Steel work welded in built up section , trusses and framed work including cutting,hoisting,fixing in postion and applying a priming coat of red lead paint,In gratings framed guard bars,ladders, railling,brackets and similar work. & as per direction & to the entire satisfaction of the Engineer-in-charge. |
| 21 | Construction of chamber for sluice valve, with C I surface box 100 mm top dia. ,160 mm bottom dia &180mm deep (inside) with chained lid RCC top 1:2:4 mix (1cement:2sand:4 graded stone aggregate 20mm nominal size ) 100mm thick foundation concrete 1:5:10 (1cement:5sand:10 graded stone aggregate 40mm nominal size) & inside plastering with cement mortor 1:3 (1cement:3 sand) finished with a floating coat of neat cement i/c curing complete 600x600x750mm inside size With 150mm thick walls of RCC 1:2:4 (1cement:2sand:4 graded stone aggregate 20mm nominal size ) complete with form work &reinforcement with 6mm bar not exceeding 150mm centre to centre both ways. |
| 22 | Finishing wall with water proofing cement paint or approved brand and manufacture and of required shade on undecorated wall surface two coat to give an even shade after throughly brushing. The surface to removal all dirt, dust and removing of loose material Please Enable Macros to View BoQ information |