|
| 1 | Engagements of JCB for execuation of works of various natures incl disposal of excavated material as per directions of EIC |
| 2 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, as directed by enginee-All kinds of soil |
| 3 | 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, ( All kinds of Soil) |
| 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 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc .upto required depth ) and for shafts, wells, cesspits including dressing of sides and ramming of bottoms , including getting out excavated earth and disposal of surplus excavated earth as directed, ( All kinds of Soil) |
| 6 | Supply and filling of RBM /Stone soling of specified size 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 |
| 7 | Supply and filling of Khak bajri 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 ( for Berm) |
| 8 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete |
| 9 | 100 mm dia. R.C.C. pipe |
| 10 | 150 mm dia. R.C.C. pipe |
| 11 | 250 mm dia. R.C.C. pipe |
| 12 | 300 mm dia. R.C.C. pipe |
| 13 | 450 mm dia. R.C.C. pipe |
| 14 | 500 mm dia. R.C.C. pipe |
| 15 | 600 mm dia. R.C.C. pipe |
| 16 | 700 mm dia. R.C.C. pipe |
| 17 | 800 mm dia. R.C.C. pipe |
| 18 | 900 mm dia. R.C.C. pipe |
| 19 | 1000 mm dia. R.C.C. pipe |
| 20 | 1100 mm dia. R.C.C. pipe |
| 21 | 1200 mm dia. R.C.C. pipe |
| 22 | Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipes |
| 23 | 450 mm dia. R.C.C. pipe |
| 24 | 600 mm dia. R.C.C. pipe |
| 25 | 900 mm dia. R.C.C. pipe |
| 26 | 1000 mm dia. R.C.C. pipe (laying by manual/mechanical means) |
| 27 | 1200 mm dia. R.C.C. pipe (laying by manual/mechanical means) |
| 28 | 1800 mm dia. R.C.C. pipe (laying by manual/mechanical means) |
| 29 | Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting , hoisting , fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes |
| 30 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). |
| 31 | Scarifying metalled (water-bound) road surface including disposal of rubbish lead upto 50m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. |
| 32 | Providing and Laying Water Bound Macadam base course with Quarry Crushed stone aggregate 63 to 45mm size, stone screening 13.20mm size and binding material as per MORTH specification including screening, sorting, spreading to template and consolidation with PRR of 8 to 10 Tonne capacity excluding carriage of Quarry Crushed stone aggrregate and stone screeing, stone dust from approved soucrce upto site of wotk complete (Finished work to be measured) 75mm compacted thickness |
| 33 | Providing, laying, spreading and compacting graded stone aggregate (size range 53mm to 0.075 mm) to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, transporting the mix material by mechanical transport from the plant upto the site of work, laying the mixed material in uniform layers with mechanical paver finisher on well prepared surface and compacting the same with vibratory roller of 8 to 10 tonne capacity to achieve the desired density / compaction as per specifications and directions of Engineer Incharge, including cost and carriage of all materials, hire charges of machinery, all taxes etc complete |
| 34 | Providing and applying of tack coat using hot straight run bitumen of grade VG 10 @ 0.5Kg / Sqm ( on Bt surface surface) including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler cleaning and preparing the xisting road surface as per specification including cost and carraige of all materials upto site of work complete |
| 35 | Providing and applying of tack coat using hot straight run bitumen of grade VG 10 @ 0.75 Kg / Sqm ( on WBM / WMM surface) including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler cleaning and preparing the xisting road surface as per specification including cost and carraige of all materials upto site of work complete |
| 36 | Providing and laying 50mm thick Bituminous macadam base course with stone aggregate of quarry, size and grading as specified in CPWD specifications and bitumen of grade VG 10 @ 3.5% by weight of total mix including hot mixing of stone aggregate and bitumen in Hot mix plant, transporting the mixed material from plant upto site of work and laying the mixed material with paver finisher to the required level and grade, rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density including cost and carriage of all the materials, hire charges of machinery, all taxes etc complete |
| 37 | Providing and laying semi- dense Bituminous concrete using crushedstone 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, leveland alignment and rolling with smooth wheeled, vibratory and tander 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. including carriges of all material involved complete |
| 38 | Providing and laying 6mm thick seal coat of premixed fine aggregate (passing 2.36mm and retained on 180 micron sieve) with bitumen using 126 kgs 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 (i.e, 0.768 kg of bitumen per Sqm of road surface) including hot mixing of fine aggregate and bitumen in hot mix plant, transporting the mixed material from plant site by Mechanical transport upto site of work, laying the mixed material with paver finisher to required level and grade, rolling with road roller to achieve desired compaction including cost and carriage of all the materials, hire charges of machinery, all taxes etc complete |
| 39 | Providing and laying of stone soling, hand packed, including carriage of same from approved source upto site of work complete. |
| 40 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 41 | Foundations, footings, bases for columns |
| 42 | Return walls, walls (any thickness) including attached pilaster buttresses, plinth and string course fillets, kerbs and steps etc. |
| 43 | Suspended floors, roofings, landings, balcones and access plateform |
| 44 | 12mm cement plaster of mix 1:4 (1cement: 4 fine sand) including all carriages complete. |
| 45 | 15mm cement plaster of mix 1:6 (1cement: 6 fine sand) including all carriages complete. |
| 46 | Engagement of labour /Masdoor for one day |
| 47 | Engagement of skilled labour with all machinary like cutters , axe etc for purning of the trees |
| 48 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like. |
| 49 | Removal of unhygienic materials (so classified by the site engineer) from designated sites and its disposal as per directions, all inclusive |
| 50 | Clearance of slips disposal lead upto 50 m and lift upto 1.5 m. |
| 51 | in ordinary soils disposal lead upto 50 m and lift upto 1.5 m. |
| 52 | in soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. |
| 53 | In soils; mixed with Decomposed Rocks; by blasting or any other means |
| 54 | 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. |
| 55 | Painting road surface marking with adequate no. of coats to give uniform finish with read mixed road marking paint conforming to IS: 164, on bituminous surface in white/yellow shade including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. Old work ( One or more coats) |
| 56 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 57 | 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 16.0 (Road Work) 224 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. 16.66.1 Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm. |
| 58 | Structural steel work in built up sections, and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded |
| 59 | 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). |
| 60 | Providing and laying in position cement concrete of specified grade excl. the cost of centering and shutering. All work upto required level 1:4:8 (1cement: 4fine sand: 8 graded stone aggregate 40mm nominal size)(Crushed). |
| 61 | Providing and laying in postion spacified grade of reinforced cement concrete excluding the cost of centering, shuttering,finishing and reinforcement All work upto plinth level 1:1.5:3 (1cement:1.5 coarse sand: 3 graded stone aggregate 20mm nominal size)(Crushed). |
| 62 | Brick work with common burnt clay F.P.S (non-modular) bricks of class designation 75 in super structure in Cement mortar 1:6 ( cement : 6 Fine Sand) Including carriage of all materials involved with loading unloading and stacking complete. (Bricks from Pampore) |
| 63 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with floating coat of neat cement including cement slurry, but excluding the cost of noising of steps etc. complete. 50mm thick 20 mm nominal size stone aggregate . |
| 64 | 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 |
| 65 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, pivers, abutments, posts and sturts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size)(Crushed). . |
| 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 spiralstair cases upto five level including curing but excluding the cost of centring, shuttering,finishing and reinforcement with1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 67 | Random Rubble masonry 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) incld carriage of all material involved |
| 68 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 69 | Supply ,laying and filling of quarry stones of required size in wire crates dully hand packed including cost and carriage of all materials involved all as per directions of EIC. |
| 70 | Supply ,laying and filling of Nallah stones of required size in wire crates dully hand packed including cost and carriage of all materials involved all as per directions of EIC. |
| 71 | Dry random rubble masonry (quarry) with hard tone in foundaion and plinth with Bond Stone |
| 72 | Supply/fixing of poplar wood ,Joists ,Planks strutts etc including planing joists and cost of nails etc complete. |
| 73 | Providing,fixing and installing of foundation stone/inaugration stone of jet black granite including cost of letter writing etc as per directions of EIC complete job |
| 74 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface. |
| 75 | Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm) |
| 76 | Finishing walls with acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm) |
| 77 | Applying priming coat: With ready mixed red oxide Zinc:Chromate primer of approved brand and manufacture on steel galvanized iron/steel works |
| 78 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work |
| 79 | carriage of Stone aggregatge/Sand below 40mm |
| 80 | lead of 5 Kms |
| 81 | lead of 10 Kms |
| 82 | lead of 15 Kms |
| 83 | lead of 20 Kms |
| 84 | lead of 25 Kms |
| 85 | lead of 30 Kms |
| 86 | lead of 35 Kms |
| 87 | carriage of Stone aggregatge/Sand above 40mm |
| 88 | lead of 5 Kms |
| 89 | lead of 10 Kms |
| 90 | lead of 15 Kms |
| 91 | lead of 20 Kms |
| 92 | lead of 25 Kms |
| 93 | lead of 30 Kms |
| 94 | lead of 35 Kms Please Enable Macros to View BoQ information |
