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| 1 | Khak Bajree/GSB filling |
| 2 | Supply stacking providing and laying of GSB/ Nallah Muck in layers including spreading, watering, ramming, compacting with PRR of 8 to 10 Tonne capacity including carriage of the same from approved source upto site of work complete job |
| 3 | Earth work in cutting |
| 4 | 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 : |
| 5 | WBM GII |
| 6 | Supply, stacking, laying, spreading and compacting of graded stone aggregate of (63mm to 45mm size) WBM G-II in uniform thickness including rolling with PRR 8-10 capacity in stages to proper grade and camber applying and brooming requisite type of stone screenings 13.2mm size and binding material to fill up the interstices of coarse aggregate watering compacting to required density (finished work shall be paid) with all leads, lifts and carriages as involved from source up to site of work complete job. |
| 7 | Macadam |
| 8 | Providing, laying, spreading and compacting 75mm thick 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 |
| 9 | Providing and applying tack coat using hot straight run bitumen of V.G 10 grade including heating the bitumen spraying the bitumen with mechanically operated spray unit fitted on bituminous boiler cleaning & preparing the existing road surface as per specifictions including all carriage complete on WBM surface @ .75 Kg/Sqm. |
| 10 | Providing and applying tack coat using hot straight run bitumen of V.G 10 grade including heating the bitumen spraying the bitumen with mechanically operated spray unit fitted on bituminous boiler cleaning & preparing the existing road surface as per specifictions including all carriage complete on On bitumen surface @ 0.50 Kg/sqm. |
| 11 | Providing and laying 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 |
| 12 | 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 equiped 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. including all carriages 25mm 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. |
| 13 | Providing and laying 6mm thick 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 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete |
| 14 | Berm/ Shoulder Development |
| 15 | Supply and filling of Khak bajri for development of berms including spreading, watering, ramming, compacting with PRR of 8 to 10 Tonne capacity including carriage of the same from approved source upto site of work complete job as directed by EIC |
| 16 | Cement Concrete Drain |
| 17 | Earth work in excavation by mechnical means 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: 1 meter from cutting edge |
| 18 | Providing and laying of stone soling 75mm nominal size in trenches hand packed all inclusive leads, lifts, loading, unloading, head load, ramming/ dressing and carriage of materials from approved nearest sources to site of work complete. |
| 19 | 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) |
| 20 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 22 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete.50 mm thick with 20mm nominal size stone aggregate. |
| 23 | 12mm Cement plaster of mix 1 : 4 ( 1 cement :4 fine sand) |
| 24 | Carriage of materials from source to site of work by MT |
| 25 | Stone aggregets for an average lead of 18 kms. |
| 26 | Sand aggerate for an average lead of 25 km |
| 27 | Providing / laying of RCC Pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage of all materials and pipes upto site of work complete of different dia |
| 28 | 12'' Dia (300 mm) |
| 29 | 18'' Dia (450mm) |
| 30 | R/Wall(stone Masonary) |
| 31 | 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 : |
| 32 | Providing and laying of stone soling 75mm nominal size in trenches hand packed all inclusive leads, lifts, loading, unloading, head load, ramming/ dressing and carriage of materials from approved nearest sources to site of work complete. |
| 33 | 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) |
| 34 | Random Rubble masonry Quarry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Cement mortar 1:6 (1 Cement : 6 coarse sand) |
| 35 | Dry random rubble masonry Quarry with hard stone in foundation and plinth: With bond stone. |
| 36 | Supply and filling of Nallah Muck/2nd class stones as filter media behind retaining wall, abuts etc, incl proper consolidation and all carriages complete job |
| 37 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete |
| 38 | Carriage of materials from approved source upto site of work by MT |
| 39 | Stone Agg. For an avg. lead of 18 Kms |
| 40 | Sand Agg. For an avg. lead of 25 Kms |
| 41 | Stones. For an avg. lead of 18 Kms |
| 42 | Toe Wall(Protection Wall) |
| 43 | Earth work in excavation by mechnical means 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: All kinds of soil 1 meter from cutting edge |
| 44 | Providing and laying of stone soling 75mm nominal size in trenches hand packed all inclusive leads, lifts, loading, unloading, head load, ramming/ dressing and carriage of materials from approved nearest sources to site of work complete. |
| 45 | 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) |
| 46 | 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: 1:3:6 (1 cement : 43 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 47 | Centering and shuttering including strutting propping etc and removal of formwork for foundation |
| 48 | Carriage of materials from approved source upto site of work by MT |
| 49 | Stone Agg. For an avg. lead of 18 Kms |
| 50 | Sand Agg. For an avg. lead of 25 Kms |
| 51 | Crate Protection Work |
| 52 | Earth work in bulk 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 : |
| 53 | Providing and laying of Hand packed quarry stones in wire crates using 4mm dia G.I wire crates with mesh size of 100mm x 100mm including jointing, tipping and carraige of all materials from approved source to site of work with all leads and lifts, loading unloading, complete job. |
| 54 | 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 55 | Suply & filling of stone boulders Nallah Muck as filter media behind retaining wall, abuts etc, incl proper consolidation and all carriages complete job |
| 56 | Carriage of Materials by MT |
| 57 | Stone Agg for an avg lead of 18 kms |
| 58 | Sand for an avg lead of 25 kms |
| 59 | RCC Box Culvert. |
| 60 | 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 : |
| 61 | Providing and laying of stone soling 75mm nominal size in trenches hand packed all inclusive leads, lifts, loading, unloading, head load, ramming/ dressing and carriage of materials from approved nearest sources to site of work complete. |
| 62 | 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) |
| 63 | 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) |
| 64 | 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) |
| 65 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 66 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 67 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete. |
| 68 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc |
| 69 | Suspended floors, roofs, landings, balconies and access platforms. |
| 70 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 71 | Supply and filling of Nallah Muck/2nd class stones as filter media behind retaining wall, abuts etc, incl proper consolidation and all carriages complete job |
| 72 | Carriage of materials from approved source upto site of work by MT |
| 73 | Stone Agg. For an avg. lead of 18 Kms |
| 74 | Sand Agg. For an avg. lead of 25 Kms |
| 75 | Road Furniture |
| 76 | Manufacturing supplying and fixing retro reflective sign boards made up of 2mm thick aluminum sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type-IV of ASTM-D-4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC : 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminum alloy rivets @ 20cm c/c to back support frame of M.S. angle iron of size 25x25x3mm along with theft resistant measures mounted and fixed with 2 nos. M.S. angles of size 35x35x5mm to a vertical post made upto M.S. Tee section ISMT 50x50x6mm welded with base plate of size 100x100x5mm at the bottom end and including making holes in pipes, angle flats, providing and fixing M.S. message plate of required size steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical M.S.-Tee support to be painted in black and white colours). Backside of aluminum sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coats including all leads and lifts etc. complete as per drawing, specification and direction of Engineer-in-charge.Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm. |
| 77 | Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic 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. |
| 78 | 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 stone as per standard design including finishing smooth in 1:3 cement mortar ( 1cement : 3 fine sand) but excluding the cost of earth work, concrete in foundation, painting and lettering etc. which shall be paid for separately. 35x111x25 cm size. |
| 79 | Maintenanace cost for 5 years |
| 80 | 1st year 10% |
| 81 | 2nd year 15% |
| 82 | 3rd year 20% |
| 83 | 4th year 25% |
| 84 | 5th year 30% Please Enable Macros to View BoQ information |
