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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in over areas ( exceeding 30cm in deapth, 1.5m in width or 10 sqm on plan), including disposal of ezcavated earth, lead upto 50m and lift upto 1.5 m, disposal of surplus excavated soil as directed, to be levelled and neatly dressed.All kinds of soil.The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone calbe, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in Charge. |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. (2.25) |
| 3 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.(15.60) |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:5:10(1 cement:5 fine sand: 10 graded stone aggregate 40 mm nominal size)(4.1.10) |
| 5 | Brick work with common brunt clay F.P.S. ( non modular ) bricks of class designation 10 in foundation and plinth in: Cement mortar 1:4 (1 cement :4 coarse sand)(6.1.1) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand (Zone-III) drived from natural sources : 4 graded stone aggregate 20 mm nominal size drived from natural sources)(4.1.3) |
| 7 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).(4.10) |
| 8 | 12 mm cement plaster of mix: 1:4 (1 cement: 4 coarse sand)(13.4.1) |
| 9 | Neat cement punning (13.18) |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (Zone-III) drived from natural sources : 8 graded stone aggregate 40 mm nominal size drived from natural sources). (4.1.8) |
| 11 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer - in - charge. All work up to Plinth level. (5.37.1) |
| 12 | steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to Plinth Level. Thermo-Mechanically Treated bars of grade Fe 500(5.22.6) |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. (5.9.1) |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platform.(5.9.3) |
| 15 | Brick work with F.P.S. bricks of class designation 150 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:4 (1 cement :4 coarse sand) (6.4.1) |
| 16 | Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in shelves including setting in cement mortar 1:3 (1 cement: 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size).(5.16) |
| 17 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.(5.9.2) |
| 18 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.(10.25.2) |
| 19 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 2.75 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. |
| 20 | S/o Hydraulic Excavator (3D) with driver and fuel (950X15 %) |
| 21 | S/O Tractor Trolly on Hire bases with lubricant and Driver etc complete at site. (1600x 15%) |
| 22 | S/o Labour Complete at sire on etc in all respect as per direction of engineer-in Charge |
| 23 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (4.2.3) |
| 24 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of ngineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately). |
| 25 | Fabrication & Manufacturing of Prestressed hollow core slab (Hollow area 25 to 30%) of different thickness & modular width 1200mm in controlled factory environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing planbt capable of producing zero slump concrete transported through automatic, shuttels of standard make & layed on bed with the help of extruder/slopformer, finishing curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, Yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the engineer-in-charge.(cost of strands should be paid separately). Note Excess/less cement over the specified cement content used as per design mix is payable/recoverable separately) Including steel & transport charge 150mm thick hollow core slab. Please Enable Macros to View BoQ information |
