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| 1 | SUB-STRUCTURE /ABUTMNETS 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 soils |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked material All kinds of soils |
| 3 | Diversion of Nallah and de-watering of foundation trenches to ensure smooth execution of foundation trench excavation at the proposed alignment of the bridge, including construction work involved in the diversion. |
| 4 | Cast-in-situ of concrete work of nominal mix concrete M15 grade (1:2:4) nominal maximum size of stone aggregate 20mm volumetric batching in foundation trenches of under abut foundations rafts, including curing but excluding formwork costs. |
| 5 | Providing and laying in position machine batched and machine mixed design mix M- 35 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportiond as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 570 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable seperately all works in sub structure upto dirt wall level BELOW PLINTH LEVEL |
| 6 | Providing and laying in position machine batched and machine mixed design mix M- 35 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportiond as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 570 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable seperately all works in sub structure upto dirt wall level ABOVE PLINTH LEVEL |
| 7 | Add or deduct for using more or less cement in the items of design mix over and above the specified cement content therein. (code 5.36)- Adopt approximately 1.5 Qtls /cum extra over 350 kg/m3 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. . |
| 10 | Supplying and laying of hand packed second class dry stone work /soling behind abutmnet dirt walls up to the level of approach slab for full length of heel slab behind the vertical stem of the abutments upto the level of the approach slab. |
| 11 | Back filling of excavated material in foundation trenches over raft foundation, and behind the abutnent approaches, to be spread in layers of 250mm up to the level of river bed also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 12 | Steel reinforcement for R.C.C. works including straightening, cutting, bending, placing in position and binding - all complete from foundation to cap level of Thermo-Mechanically Treated bars of grade Fe-500D or higher |
| 13 | Carriage of various material for use in sub-structure work, like Cement, Tor Steel, Sand and Course Aggregare by Mechanical Transport from sources away from site, Sand (Sangum) 55Km lead |
| 14 | Carriage of various material for use in sub-structure work, like Cement, Tor Steel, Sand and Course Aggregare by Mechanical Transport from sources away from site Course Aggregates (Shankerpora) 40Km lead |
| 15 | SUPER-STRUCTURE Providing, fixing and Installation of elastomeric bearings as per design drawings (to be submitted to manifucturer) and positions shown thereoff. |
| 16 | Providing and laying in position machine batched and machine mixed design mix M-35 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportiond as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 350 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable seperately all works in sub structure upto dirt wall level |
| 17 | Add or deduct for using more or less cement in the items of design mix over and above the specified cement content therein. (code 5.36)- Adopt approximately 1.5 Qtls/cum extra over 350 kg/m3 |
| 18 | Centering and shuttering including strutting, propping etc. and removal of formwork from the site, for all works in Suspended floors, in the form of deck-slab kerbs, footpaths and crash barriers. |
| 19 | Steel reinforcement for R.C.C. works including straightening, cutting, bending, placing in position and binding - all complete from foundation to cap level of Thermo-Mechanically Treated bars of grade Fe-500D or higher |
| 20 | Structural steel work in super-structure by way of built up Plate Girder Sections, Stiffener plates, Splice Plates, Wind Bracing, Cross Diaphragms and Bearing Plates, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete |
| 21 | Providing, fixing and Installation in position of expansion joints with U-strip nade from 24 gauge copper strip, MS angles with welded anchors and plates complete with requisite nuts /bolts and other assymbleys as por MOST specifications and drawings |
| 22 | Providing and filling in position approved quality bitumen mastic sealant in expansion jopints, wherever necessary prepared and applied as directed including all incidentals complete. |
| 23 | Providing and laying in position of approved bitumen mastic coat over deck-slab (minimum 60mm thick) in full carriage-way complete as per specifications. |
| 24 | Providing, fixing and Installation in position of Type-2 RWCB partly in MS sections and Cast Iron, complete as per specifications and drawingsbearings as per design drawings (to be submitted to manifucturer) and positions shown thereoff. |
| 25 | Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications , preparation of surface, etc complete On steel work |
| 26 | Carriage of various material for use in super-structure work, like Cement, Tor Steel, Sand and Course Aggregare by Mechanical Transport from sources away from site Sand (Sangam) 55Km lead |
| 27 | Carriage of various material for use in super-structure work, like Cement, Tor Steel, Sand and Course Aggregare by Mechanical Transport from sources away from site Course aggregates(Shankarpora) 40km Lead |
| 28 | APPROACH & MISCELLANEOUS WORKS Filling in approaches with 1:20 and 1:15 gradient to the level of approach roads with approved selected GSB brought from outside /adjacent to the site from approved source including carriage to site, spreading in layers not exceeding 250 mm thick, watering, consolidating with vibrating compactors and all incidentals complet |
| 29 | 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:2.9.1 All kinds of soil : |
| 30 | 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) |
| 31 | Providing and laying in position machine batched and machine mixed design mix M-25 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 @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level |
| 32 | Providing and laying in position machine batched and machine mixed design mix M-25 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 @ 330 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 |
| 33 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns |
| 34 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo-Mechanically Treated bars of grade Fe-500D or more |
| 35 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportiond as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable seperately-for Approach slab on either side of the approach to the bridge |
| 36 | Centering and shuttering including strutting, propping etc. and removal of formwork from the site,Suspended floors, roofs, landings, balconies and access platforms |
| 37 | Steel reinforcement for R.C.C. works including straightening, cutting, bending, placing in position and binding - all complete in approach slab foundation to cap level of Thermo-Mechanically Treated bars of grade Fe-500D or higher |
| 38 | Carriage of various material for use in super-structure work, like Cement, Tor Steel, Sand and Course Aggregare by Mechanical Transport from sources away from site. Sand |
| 39 | Carriage of various material for use in super-structure work, like Cement, Tor Steel, Sand and Course Aggregare by Mechanical Transport from sources away from site. Course Aggregates |
| 40 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2mm, supplied @ 3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. |
| 41 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 42 | Providing and laying in position of approved quality WBM in approaches with specified stone aggregateof size 63-45 mm, stone screenings 13.2 mm and binding material including stone spreading to template, watering and consolidation with PPR of 10 Ton capacity- all complete including arriage of all materials from approved source upto site of work as per directions of the I/C Engineer. |
| 43 | Providing and applying tack coat using bitumen emulsion – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, leaning and preparing the existing road surface as per specifications on W.B.M. @ 0.4 Kg/sqm with rapid setting bitumen emulsion |
| 44 | Providing, laying, spreading and compacting graded stone aggregate (size range 53mm to 0.075 mm) wet mix mecadam (WMM) with 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. |
| 45 | Providing and laying bituminous macadam using crushed stone aggregatesof 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 ompaction 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. ( |
| 46 | Providing and laying of bituminous concrete macadam using crushed stone aggregate of specified grading, pre-mixed with bituminous binder and filler transporting the hot mix to worksite by tippers, laying with paver finisher equiped with electronic sensorto the required grade, level and alignmentand rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction and density as per the specifications and complete as per the directions of the Engineer-In-Charge.: 40/50 mm compacted thickness with bitumen of grade VG-10 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Please Enable Macros to View BoQ information |
