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| 1 | Ground FloorEarth work in excavation of foundation in hard soil or gravelly soil including dressing and leveling the bed and disposal of the excavated materials within initial leads and lifts as per direction of E.I.C. |
| 2 | Supplying & filling foundation and plinth with sand well watered and rammed including cost, cost of all labour, carriage, royalty, taxes, T&P etc complete. |
| 3 | Cement Concrete (1:3:6) using 40mm size hard granite C.B. metal approved quality from approved quarry including hoisting laying using concrete mixture and vibrators including cost, carriage, royalty, cost of all labour T.&P. etc complete and as directed by E.I.C. |
| 4 | R.C.C. M-20 grade with 20mm and down grade C.B. chips of approved quality from approved quarry including hoisting, laying hire charges of concrete mixture, vibrator, watering, curing and cost of all materials and labour, T&P centering shuttering etc complete but excluding cost of reinforcement complete.Footing Base:- |
| 5 | B.Plinth Beam:-(G.Floor) |
| 6 | C.Column Shaft:-(G.Floor) |
| 7 | D)Coping |
| 8 | E)Drain wall |
| 9 | F)Drain slab |
| 10 | Providing M.S. reinforcement for R.C.C. work including cutting, bending, binding and tying the grills and placing in position including cost of binding wire 18 to 20 gauge and cost and carriage of steel. etc. complete. |
| 11 | Brick work with Fly ash bricks 25cm x 12cm x 8cm size having crushing strength not less than 75Kg/cm2 with dimensional tolerance ±2 percent in cement mortar (1:6) in Foundation and Plinth including watering curing, cost of carriage, royalty and taxes of all materials, cost of all labour, T&P etc complete as per the direction of E.I.C. |
| 12 | Supplying of M.S. Door, Window with grills, Grills, collapsible gates made out of M.S. Angle frame, M.S. Flat, Sheet etc of approved section & design, electrically welded properly with all necessary locking arrengement, and 1 coat red oxide primer including cost of all materials, labour T&P, carriage of materials to site etc. complete. |
| 13 | 12mm thick C.P. in C.M.(1:6) over brick masonary to the smooth surface including watering, curing, cost, carriage, royalty and taxes of all materials, cost of all labour, T&P etc complete as per the direction of E.I.C. |
| 14 | 16mm thick C.P. in C.M.(1:6) over brick masonary to the smooth surface including watering, curing cost, carriage, royalty, and taxes of all materials, cost of all labour, T&P etc complete as per the direction of E.I.C. |
| 15 | Finishing to the exposed surfaces of wall with weather coat of any approved shade on new work 2 coats to give an even shade including cost of weather coat all cost of all labours and T&P etc. complete . |
| 16 | Painting two coats with approved enamel paints of approved colour, shade over a coat of primer including sand papering, polishing the surface, cost, conveyances, taxes of all materials and cost of all labour with T&P etc, complete as per specification & direction of Engineer-in-charge. |
| 17 | Providing & laying Granular Sub Base with close Graded Grading-VI materials as per table 400-1,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with VRR to achive desired density as per Clause 401of MoRT&H specifications for Road & Bridge Works (4th Revision). |
| 18 | Fixing interlocking paver Block of 80mm thick of premium grade in floors treads or steps and on 25mm thick bed of cement mortar 1:1(1cement : 1sand) jointed with neat cement slury mixed with pigment to match the shades of the tiles including cost, carriage, royalty & taxes of all materials, cost of all labours T&P etc complete. |
| 19 | Construction of un-rainforced,dowel jointed, PCC Pavement over a prepared sub-base with cement @ 400 kg per cum, coarse and fine aggregate ot exceeding to 25mm,mixed with concrete mixer as per approved mix design, laid with a fixed form compacted with vibrator & finished in continuous operation including provision of contraction, expansion, construction & longitudinal joint fillar, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixture,curing compound,finishing to lines and graded as per drawing and as per Clause 602 of MoRT&H specifications for Road & Bridge Works (4th Revision). |
| 20 | Lifting of Excavated earth away from worksite by mechanocally Please Enable Macros to View BoQ information |
