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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 metres clear from the edge of excavation & returning the stacked soil in 15 cm.layers,when required into plinths sides of foundations etc. consolidating each depositED layer by ramming & watering & then disposing of all surplus excavated earth as directed within a lead of 20 meters complete in all respect as per entire satisfaction of Engineer in Charge. (Pick Work) |
| 2 | Pick jumper work |
| 3 | Providing and laying cement concrete 1:4:8 (1 cement: 4 sand: 8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in Foundation and Plinth |
| 4 | Providing and laying cement concrete 1:3:6 (1 cemant:3 sand:6 graded stone aggregrate 40mm nominal size) and curing complete excluding the cost of form work in foundation and plinth in all leads and lifts. |
| 5 | Providing and laying cement concrete 1:1.5:3 (1 cemant:1.5 sand:3 graded stone aggregrate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- |
| 6 | In foundation, footings, basis of columns and the like and mass concrete in all leads and lifts as per direction to the entire satisfaction of the Engineer-in-Charge. |
| 7 | Walls (any thickness) but not less then 0.10 meter thickness including attached pilasters, buttresses, plinth and string courses etc. from top of foundation upto all floor level as per direction to the entire satisfaction of the Engineer-in-Charge. |
| 8 | Floor four leve to floor five level |
| 9 | Column,pillars,posts & struts upto floor two level floor two level to floor three level |
| 10 | floor three level to floor four level |
| 11 | floor four level to floor five level |
| 12 | Lintels,beams gorders bressumers & cantilevers upto floor two level floor two level to floor three level |
| 13 | floor three level to floor four level |
| 14 | Arches upto floor two level floor two level to floor three level |
| 15 | floor three level to floor four level |
| 16 | Suspended floors,roofs,landings etc.upto floor two level floor two level to floor three level |
| 17 | Providing form work with steel plate 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair 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 4 meter and removal of the same for insitu-reinforced concrete and plain concrete work in:- |
| 18 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters buttresses, plinth and string courses and the like complete in all respect as per direction and to the entire satisfaction of the Engineer-in-Charge. |
| 19 | Upto 4.00 mtrs. |
| 20 | For Vertical surfaces of tank |
| 21 | Columns,pillars.posts & struts. |
| 22 | Beyond 4.00 mtrs. |
| 23 | Beams,cantilever,girders & lintels Sides & soffits of beams,beam haunchings,catilevers,bressumers,& lintels not exceeding 1.00 mtr.depth in all ht.from floor. |
| 24 | Flat surfaces such as soffits of suspended floor, roofs, landing and the like. |
| 25 | Foundation footing bases of columns etc and mass concrete. |
| 26 | 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) |
| 27 | (i) Arches beyond 6.00 mts. Span. |
| 28 | Not exceeding 4.00 mtr.height. |
| 29 | Beyond 4.00 mtr.height. |
| 30 | Providing in RCC.work smooth finishing of the exposed surface with cement mortar 1:3 (1cement:3 Sand) complete in all respect. |
| 31 | Providing and laying cement concrete 1:2:4 (1 cemant:2 sand:4 graded stone aggregrate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- |
| 32 | Suspended floors, roofs, landing and shelves and their supports,balconies,beam,girders,bressumers and cantilevers upto all floor level as per direction and to the entire satisfaction of the Engineer -in-charge. |
| 33 | Arches up to floor two level |
| 34 | Providing mild or tor steel reinforcement for RCC.work including bending binding and placing in position complete upto floor two level Tor steel in all leads and lifts. |
| 35 | Steel work welded in built up section, trusses, and framed work including cutting, hoisting, fixing in position and applying priming coat of red lead paint in grating, framed guards bars, Ladders,railing,brackets and similar works as per direction and to the entire satisfaction of the Engineer-in -charge. |
| 36 | Finishing Wall With Water Proofing Cement Paint Of Approved Brand & Manufacture & Of Required Shade On Undecorated Wall Surfaces ( Two Coats) To Give An Even Shade After Thoroughly Brushing The Surface To Remove All Dirt & Remains Of Loose Powdered Materials. |
| 37 | Providing plinth protection 50 mm thick in cement concrete 1:3:6 (1cement:3sand:6 graded stone aggregate 20 mm nominal size. |
| 38 | Proving under layer for plinth protection of 75 mm thick (unconsolidated) bed dry brick / stone Aggregate 40 mm nominal size will rammed with rammed and consolidated and grouted with fine sand including preparation of ground. |
| 39 | Laying GMS/MS pipe for scour,inlet, outlet & over flow pipe etc 150 mm (MC) |
| 40 | 100 mm MC |
| 41 | 50 mm (MC) |
| 42 | Providing and fixing CI sluice valve (with hand wheel) of Leader/ KIRLOSKER / Kartar make as per IS:780-1984 class-I upto 300 mm dia (i/c brass spindle & as per 2906-1984 class-II for dia >300 mm) complete with bolts nuts, rubber insertion etc.complete in all respect |
| 43 | 150 mm dia |
| 44 | 100 mm dia |
| 45 | Providing & fixing bends of required degrees made from parent tubes conforming to relevant codes fully flanged with MS Flange of Table - 5 conforming to IS: 6392 - 1971 complete in all respect within all leads & lifts. |
| 46 | 100 mm dia |
| 47 | Constructing masonry Chamber 60x60x75cm inside, in brick work in cment mortar 1:4(1cement:4coarse sand) for sluice valve with C.I.surface box 100mm top dia meter,160mm bottam dia meter and 180mm deep(inside) with chained lid and RCC top slab 1:2:4 mix (1cement :2 coarse sand :4graded stone aggregrate 20mm nominal size) i/c necessary excavation foundation concrete1:5:10(1 cement:5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 ( 1cement:3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S (non modular) bricks of class designation 7.5. |
| 48 | Prov. & fixing SFRC Man hole cover with frame having frames size of 500 mm internal dia. (Medium duty) The weight of cover and frame should not be less than 100 kg. |
| 49 | P/Fixing of below items required for OHSR complete. Lightening Conductor |
| 50 | Water measurement gauge |
| 51 | Vent Pipe i/c CI cowl complete |
| 52 | Flanged bell mouth a/w puddle collars |
| 53 | Expansion joints Please Enable Macros to View BoQ information |
