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| 1 | Demolishing of Existing Abuts |
| 2 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. |
| 3 | Demolishing stone rubble masonry manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge: In cement mortar |
| 4 | Construction of Crate Work for Diversion |
| 5 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, 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 sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 6 | Suppling And Filling of Quarry Stones in wire Crates hand packed including Knitting of creates and cost of crates 4mm galvanized steel wire@32kg/10sqm and all carraiges involved. |
| 7 | 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Including cost of material involved complete. |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete in sub-structure and super structure Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 9 | Foundation and Sub Structure |
| 10 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : |
| 11 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor pile method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer-in-Charge. Initial test (Test Load 2.5 times the safe capacity) |
| 12 | Boring, providing and installing bored cast-in-situ reinforced cement concrete pile of specified grade concrete mix, M35 grade concrete mix diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embeded in the pile cap etc. all complete including removal of excavated earth with all lifts and leads (Length of pile for payment Shall be measured from top of shoe to the bottom of pile cap) By Crawler mounted, telescopic boom hydraulic pilling Rig all complete. 1000 mm dia piles |
| 13 | 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Including cost of material involved complete. |
| 14 | Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including 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 Engineer-incharge. Note: - Cement in this item is @ 340 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level |
| 15 | Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the specified cement content used is payable/ recoverable separately. Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum) |
| 16 | Add or deduct for using more or less cement in the items of design mix over and above the specified cement content therein assuming 450kg/cum in design mix |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete in sub-structure and super structure Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 18 | Backfilling behind abutments,wingwalls,returnwalls with approved selected granual materials as per drawings incl all leads,lifts and carriages all complete. |
| 19 | Providing weep holes in reinforced concrete abutments, wingwalls/returnwalls with 100mm dia IAC pipes extending through the full width of the structure with slope V:20H towards face complete |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts. |
| 21 | Super Structure |
| 22 | Providing and Fixing of Elastomeric Bearings as per design incl.transportation,errection/installation to level and tposition. provision for necessary packet/ pedestals/beams, lugs/inserts as required and; igrouting of same as directed after installation i/c Greasing/lubrication of moving parts as required on completion of installation complete job. |
| 23 | Structural Steel work in built up sections for \\"superstructure including cutting,welding as per design thickness,hoisting launching,fixing in position on bearings complete incl application of steel yellow ipelmic primer and two coats of paint of required \\"shade complete including all leads,lifts,carriage of 'materials ,headload all complete |
| 24 | Railling |
| 25 | Structural Steel work in built up sections for \\"superstructure including cutting,welding as per design thickness,hoisting launching,fixing in position on bearings complete incl application of steel yellow ipelmic primer and two coats of paint of required \\"shade complete including all leads,lifts,carriage of 'materials ,headload all complete |
| 26 | Providing and Fixing in popsition Rain water collection boxes with ipipe outlet(RWCB Type-2) partly with MS sections 16 'and cast iron complete as per details(MS angle iframe with anchors to be cast in position along with ithe deck for seating and fixing of RWCB) |
| 27 | Placing in position R.C.C of specified grade M30 Design mix iwith 20 mm n/s crushed stone aggregates upto floor V level excluding cost of centering/shuttering, reinforcement etc.including carriages of all materials involved complete |
| 28 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete in sub-structure and super structure Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 29 | Providing and Fixing of expansion joint complete with U-Stripe made from 24 guage copper stripe, MS Angles with welded anchors and MS top plate bolts/nuts etc complete job as per standard MOST drawings |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts. |
| 31 | Approachs |
| 32 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, 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 sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : (including dewatering) |
| 33 | Providing and laying stone soling including ramming, hand packing and all carriages complete job in trenches, foundation etc. |
| 34 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Including cost of material involved complete. |
| 35 | Providing and laying Reinforced 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 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 36 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete in sub-structure and super structure Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 37 | Filling in approaches with 1 in 20 gradient with approved nallah muck/RBM/GSB including spreading in layers and consolidation with PRR of 8- 10 tonne capacity incl all carriages complete |
| 38 | Centering/Shuttering including strutting propping etc & removal of form work for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 39 | Providing weep holes in reinforced concrete abutments,wingwalls/returnwalls with 100mm d dia 'AC pipes extending through the full width of the istructure with slope IV:20H towards face complete. |
| 40 | P/L of WBM Grade-l1 with stone screenings/stone idust including consolidation with PRR of 8-10 Ton capacity with all carriages complete |
| 41 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) 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. |
| 42 | Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm. |
| 43 | Providing and laying 50 mm thick bituminous macadam using crushed stone aggregates 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 and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 44 | Providing and laying semi- dense Bituminous concrete 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, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 10 @ 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. |
| 45 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cumof fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete |
| 46 | Providing and applying tack coat using hot straight run bitumen of grade –VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 Kg/sqm. |
| 47 | Providing and laying Dense Graded Bituminous Macadam 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 as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @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. |
| 48 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, 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 sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 49 | Providing and laying stone soling including ramming, hand packing and all carriages complete job in trenches, foundation etc. |
| 50 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) Including cost of all material involved complete. |
| 51 | Crate work- for erosion control,River training works protection works with wire crates of size 14.85mx4 5m by cross netting, made from 4mm igalvanized steel wire @ 32kg/10sqm having iminimum tensile strength 300 Mpa filled with boulders with least dimension of 200mm ,all loose ends to be securely tied with 4mm galvanized steel wire incl all carriages complete |
| 52 | Providing and laying pitching on slopes laid over prepared filter media fincl boulder apron laid dry infront of toe of Jembankment complete as per drawings & technical specifications |
| 53 | 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 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 54 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete in sub-structure and super structure Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 55 | 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Including cost of material involved complete. |
| 56 | Centering and shuttering including strutting, propping etc. and removal of form for: Columns, pillars, piers, abutments, posts and struts. |
| 57 | Finishing walls with acrylic smooth exterior paint of required shade o New work (Two or more coats applied @ 1.67 liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm) |
| 58 | Carriage |
| 59 | Sand for average lead of 15 Kms. |
| 60 | Stone crushed aggregate for average lead of 10 Kms. Please Enable Macros to View BoQ information |
