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| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches forfoundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sidesand ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 2 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : |
| 3 | Supplying and laying including digging, carrying by lorry, filling River Bed Material including watering & consolidation in layers to specified lines, camber, grades and cross sections. Finished work incl. material , labour all leads , lifts and carriage of material by MT/HL. |
| 4 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 5 | Providing and laying in position cement concrete of specified grade inclu. curing excluding the cost of centring & shuttering-All work upto plinth level 1:4:8 (1 cement: 4 fine sand : 8 graded stone aggregate 40mm nominal size) |
| 6 | Providing and laying in position cement concrete of specified grade incl.curing but excluding the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 7 | 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, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 8 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 9 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone agg. 20 mm nominal size) |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto all level Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 11 | Centring and shuttering including strutting propping etc and removal of form work |
| 12 | Foundations, footings, bases of columns etc. for mass concrete. |
| 13 | Suspended floors, roofs, landings, balconies and access platforms. |
| 14 | Walls any thickness including attached pilaster buttresses, plinth and string courses etc. |
| 15 | Columns, pillars, piers, abutments, posts and struts. |
| 16 | Edges of slabs and breaks in floors and walls above 20 cm wide |
| 17 | 12mm cement plaster of mix 1:4 (1 cement : 4 fine sand) incl. all leads, lifts & carriage of material by MT / H.L. |
| 18 | Hand packing stones in wire crate including the cost of stones, wire crates, all leads, lifts and carriage of material by MT/HL complete job |
| 19 | Dumping stone in Horizontal on level including cost of stones and all leads and lifts |
| 20 | Providing , laying, spreading and compacting crushed stone aggregate of 63 mm to 45 mm sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming of 13.2 mm nominal size (Type - A) screening/binding material as stone dust to fill up interstices of coarse aggregate, watering and compacting to the required density, finished work to be measured including all leads, lifts and carriage of material by MT/ H.L. (conforming to clause 404 of MORT&H specifications). |
| 21 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to Wet Mix Macadam ( W M M ) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density complete as per specifications and directions of Engineer-in-Charge. |
| 22 | Providing and laying 50 mm thick Bituminous Macadam compacted thickness with bitumen of grade VG-30 @3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity using crushed stone agg. of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment & rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density including tack coat @ 0.75 kg/sqm complete as per specifications and directions of Engineer-in-Charge. |
| 23 | Providing and laying 25 mm Thick Semi- Dense Bituminous Concrete compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification including tack coat @ 0.50 kg/sqm on bitumen surface and 0.75 kg/sqm on WBM surface complete and as per directions of Engineer-in-Charge. |
| 24 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 25 | Providing and fixing inauguration stone (granite of size 3/x 2/) including engraving , painting, writing and const. of pedestal of 5 feet height by way of brick work, plastering and painting incl. all leads , lifts and carriage of material by M.T./H.L. |
| 26 | Providing and fixing Informatory sign board (Iron Made ) with both legs embedded in cement concrete block incl. painting, writing & all leads, lifts and carriages of material by MT/HL |
| 27 | Design/Construction of 15.00 mtr. span Double lane Reinforced cement concrete motorable Bridge( Class-A loading) (7.5 mtr Carriage way width and 1.5 mtr Footpath on both sides with RCC Crash barrier and RCC Railing ) incl. soil investigation, Const. of approach slab with De-watering complete, substructure ( abutments, dirt wall, return wall, approch slab, wing walls, etc.) const.of approaches on both sides (L= 35.00 mtr) i.e. E/Work in Cutting/Filling, P/L 30 cm thick GSB, 15 cm thick WBM Grade-II, 7.5 cm thick WMM , 50 mm thick BM and 25 mm thick SDBC, Construction of Retaining wall, W-Beam Crash barrier and Installation of Signages and Boards including road markings (complete job). Superstructure (RCC deck slab, necessary crash barriers, wearing coat, P/F suitable bearings, expansion joints etc.) incl. railing with painting and provision for utility ducts, construction of diversion and its maintenance during execution and vetting of design/drawing from IIT complete job (As per MORTH /IRC specifications of Roads and Bridges) |
| 28 | Providing and fixing precast reinforced cement concrete 1:1.5:3 (1 cement :1.5 coarse sand :3 graded stone aggregate 20mm nominal size) kilometer /RD stone as per standard design including finishing smooth in 1:3 cement mortar, incl the cost of earth work,cement concrete 1:3:6 in foundation, painting, lettering |
| 29 | RD stone of size 35 x 93. 5 x 18 cm |
| 30 | Kilometre Stone of size 35x111 x25 cm |
| 31 | Carriage of sand by mechanical transport with avg lead of 5 Kms.Incl. loading /unloading complete |
| 32 | Carriage of St.Agg (below 40mm) by mechanical transport with avg lead of 5 Kms.Incl. loading /unloading complete |
| 33 | Carriage of St.Agg (above 40mm) by mechanical transport with avg lead of 5 Kms.Incl. loading /unloading complete |
| 34 | Maintenance Part:- (Bidder has to quote rate for construction part only whereas maintenance part amount is fixed) |
| 35 | AMC for 1st Year @ 0.8% of Rs 39838343.58 |
| 36 | AMC for 2nd Year @ 1.40% of Rs 39838343.58 |
| 37 | AMC for 3rd Year @ 2.00 % of Rs 39838343.58 |
| 38 | AMC for 4th Year @ 2.60% of Rs 39838343.58 |
| 39 | AMC for 5th Year @ 3.20% of Rs39838343.58 Please Enable Macros to View BoQ information |
