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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 | 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 60 cm girth upto and including 120 cm girth. |
| 4 | Earth Work |
| 5 | 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. |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 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 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 WMM surface @ 0.75 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 1:2:4 (1 cement : 2 coarse sand : 4 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 | Carriage for different materials |
| 26 | Crushed Stone aggregate average lead of 10 kms |
| 27 | Sand for average lead of 15 kms |
| 28 | Protection work (B-Wall) |
| 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: All kinds of soil. |
| 30 | Providing and laying of stone soling duly hand packed including all carriages complete. |
| 31 | 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. |
| 32 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including cost of all materials involved. |
| 33 | Centering and shuttering including strutting, propping and removal of form work complete: Walls any thickness. |
| 34 | Providing and fixing of 75mm dia PVC Pipes as weep holes including carriages and cost involved complete. |
| 35 | Carriage for different materials |
| 36 | Crushed Stone aggregate average lead of 10 kms |
| 37 | Sand for average lead of 15 kms |
| 38 | Construction of Crate Wall Protection |
| 39 | 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. |
| 40 | Supply and Filling of nallah boulders in wire crates of 100mmx100mm mesh size 4mm dia wire incl. binding, tipping and laying of crates after filling in proper position incl. cost and carriages of all materials involved complete.including cost of crates. |
| 41 | Supply and Filling of RBM as back filling behind R/Walls incl. sorting, spreading, laying and compacting all carriages involved complete. |
| 42 | Construction of 3.0 mtr Span Box Type Culvert |
| 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 duly hand packed incl. all carriages 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: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including cost of all materials involved complete |
| 46 | 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 |
| 47 | 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 |
| 48 | 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 |
| 49 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 50 | 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. |
| 51 | Centering and shuttering including strutting, propping etc. and removal of form work for: Suspended floors, roofs, landings, balconies and access platforms. |
| 52 | Centering and shuttering including strutting, propping etc. and removal of form work for: Wheel Guard |
| 53 | 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. |
| 54 | 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. |
| 55 | Dismentalling of old Damaged culvert incl. dewatering of trenches/diverting of nallah during execution of work and disposal of surplus excavated material with all leads and lifts complete. |
| 56 | Carriage for different materials |
| 57 | Carriage crushed aggregate Avg Lead of 10Kms |
| 58 | Carriage Sand Avg Lead of 15kms |
| 59 | Laying of RCC Spun Pipes |
| 60 | 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. |
| 61 | 300mm dia |
| 62 | 450mm dia |
| 63 | Road Furniture |
| 64 | 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 makingholes 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. |
| 65 | Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm. |
| 66 | Cautionary/warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm. |
| 67 | 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. |
| 68 | Maintenance Cost for 5 Years |
| 69 | 1st Year(10%) |
| 70 | 2nd Year(15%) |
| 71 | 3rd Year(20%) |
| 72 | 4th Year(25%) |
| 73 | 5th Year(30%) Please Enable Macros to View BoQ information |
