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| 1 | Felling of Trees |
| 2 | Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunk and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. Beyond 30 cm girth upto and including 60 cm girth. |
| 3 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared |
| 4 | Earth Work |
| 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: 2.9.1 All kinds of soil |
| 6 | 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 : |
| 7 | Pavement |
| 8 | Providing and Laying of RBM with Maximum Size of 75-90 mm including sorting, spreading in uniform layers on existing surface and consolidation with vibratory roller of 08-10 ton capacity to required camber and grade including cost and carriages of all materials involved with loading and unloading all complete. |
| 9 | Providing and Laying of WBM GII with sp. Stone aggregate of 63-45 mm size incl. stone screenings of size 13.20 mm and binding material (dust/morum) incl. stacking, sorting, spreading to template, watering and consolidation with PRR of 08-10 Ton capacity incl. cost and carriages of all materials/ equipments with loading and unloading all complete. |
| 10 | 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 75mm thick (avg.). |
| 11 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. 16.39.1 With rapid setting bitumen emulsion 16.39.1.1 On W.B.M. /W.M.M. @ 0.4 Kg/sqm. |
| 12 | 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. |
| 13 | 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. |
| 14 | 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. |
| 15 | Development of Berms |
| 16 | Development of Shoulders/Berm on either side of the road by way of GSB incl. levelling, watering and consolidation with PRR of 08-10 Ton capacity incl. cost and carriages of all materials involved with loading and unloading all complete. |
| 17 | Protection work (R-Walls) (type A) |
| 18 | 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. |
| 19 | Providing and laying of stone soling duly hand packed including all carriages complete. |
| 20 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including cost of all materials involved. |
| 21 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of all materials involved. |
| 22 | Centering and shuttering including strutting, propping and removal of form work complete: Walls any thickness. |
| 23 | Providing and fixing of 75mm dia PVC Pipes as weep holes including carriages and cost involved complete. |
| 24 | Supply and filling of RBM as back filling behind R Walls including all carriages involved complete. |
| 25 | U SHAPED CEMENT CONCRETE DRAIN |
| 26 | 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 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: |
| 27 | Providing and laying of stone soling incld ramming, dressing & watering in foundation trenches etc complete job incl. cost carraiges of all materials invloved |
| 28 | CEMENT CONCRETE (CAST-IN-SITU with nominal mix of M7.5 (1:4:8) grade and sone agg. Size40mm) .Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. Comple job |
| 29 | CEMENT CONCRETE (CAST-IN-SITU with nominal mix of M10 (1:3:6) grade and sone agg. Size 20 mm) .Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. Comple job |
| 30 | CEMENT CONCRETE (CAST-IN-SITU with nominal mix of M20 grade and sone agg. Size 20 mm) .Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. Comple job |
| 31 | P/l of 50 mm thick cement concrete flooring of M-15 (1:2:4) grade with 20 mm nominal size stone aggregates with a floating coat of neat cement |
| 32 | Centering & shuttering, including strutting, propping etc and removal of form in retaining walls, return walls (any thickness) incl. attached pillasters, buttresses, plinth & string courses etc, complete job |
| 33 | Suspended floor |
| 34 | Steel reinforcement for R.C.C. work including straightening,cutting, bending, placing in position and binding all complete |
| 35 | Protection work (B-Wall) |
| 36 | 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. |
| 37 | Providing and laying of stone soling duly hand packed including all carriages complete. |
| 38 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) including cost of all materials involved. |
| 39 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of all materials involved. |
| 40 | Centering and shuttering including strutting, propping and removal of form work complete: Walls any thickness. |
| 41 | Providing and fixing of 75mm dia PVC Pipes as weep holes including carriages and cost involved complete. |
| 42 | Construction of Pcc Edge Wall Protection |
| 43 | 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. |
| 44 | Providing and laying of stone soling incld ramming, dressing & watering in foundation trenches etc complete job incl. cost carraiges of all materials invloved |
| 45 | CEMENT CONCRETE (CAST-IN-SITU with nominal mix of M7.5 grade and sone agg. Size40mm) .Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. Comple job |
| 46 | CEMENT CONCRETE (CAST-IN-SITU with nominal mix of M10 grade and sone agg. Size 20 mm) .Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centring and shuttering. Comple job |
| 47 | Centering & shuttering, including strutting, propping etc and removal of form in retaining walls, return walls (any thickness) incl. attached pillasters, buttresses, plinth & string courses etc, complete job |
| 48 | supply filling with nallah muck incl ramming, consolidation and watering complete |
| 49 | providing and fixing of pvc pipes 75 mm dia for weep holes |
| 50 | Construction of 2.0 mtr Span Box Type Culvert |
| 51 | 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. |
| 52 | Providing and Laying of Stone Soling duly hand packed incl. all carriages complete. |
| 53 | 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 20 mm nominal size) including cost of all materials involved complete |
| 54 | 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) including cost of all materials involved complete |
| 55 | 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) including cost of all materials involved complete |
| 56 | 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) including cost of all materials involved complete |
| 57 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 58 | Centering and shuttering including strutting, propping etc. and removal of form work for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 59 | Centering and shuttering including strutting, propping etc. and removal of form work for: Suspended floors, roofs, landings, balconies and access platforms. |
| 60 | 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. |
| 61 | CEMENT CONCRETE (CAST-IN-SITU with nominal mix of M10 (1:3:6) grade and sone agg. Size 20 mm) .Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. Comple job |
| 62 | Providing and laying of RBM as back-filling behind walls incl. spreading, sorting, levelling and consolidation with PRR of 08-10 ton capacity to achieve the required compaction and density incl. all carriages involved complete. |
| 63 | Providing and Fixing of ISMC 100 in position including priming and painting_and all carriages involved complete job |
| 64 | Providing and fixing of handrails of Cast iron Pipes of 75mm dia in 12 position including priming and painting and all carriages involved complete job |
| 65 | Dismantelling of existing Culvert and disposal of its rubbish |
| 66 | Provision for Dewatering during execution of work |
| 67 | Laying of RCC Spun Pipes |
| 68 | Providing and Laying of RCC Spun Pipes of Required dia to the Recorded cross slope in proper position with proper cushion including trench excavation and refilling of excavated material as proper cushion incl. all carriages involved with loading and unloading all complete. |
| 69 | 15'' dia |
| 70 | 18'' dia |
| 71 | 36'' dia |
| 72 | Road Furniture |
| 73 | Providing and applying 2.5 mm thick road marking strips(retro-reflective) of special shade/colour using hot thermoplastic material by fully/semi-automatic thermoplastic paint applicator machine fitted with profile shoe,glass beads dispensor,propane tank heater and profile shoe heater ,driven by experienced opreator on road surface including cost of material,labour T&P cleaning the road surface of all dirt,seals oil grease and forigen material etc. as per directions of Engineer incharge and accordance with applicable specifications. |
| 74 | 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 Cautionary/warning sign boards ef equilateral triangular shape having each side of 900 mm support length of 3650mm. |
| 75 | 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 Informative/Guide sign boards of rectangular shape of size 800 x 600 mm with part as length of 4000 mm |
| 76 | Maintenance Cost for 5 Years |
| 77 | 1st Year(10%) |
| 78 | 2nd Year(15%) |
| 79 | 3rd Year(20%) |
| 80 | 4th Year(25%) |
| 81 | 5th Year(30%) Please Enable Macros to View BoQ information |
