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| 1 | Scarifying metalled (water-bound) road surface including disposal of rubbish, lead upto 50 m and consolidation of the aggregate received from scarifying with power road roller of 8 to 10 tonne capacity and as required and as directed by the Engineer-In-Charge complete. All labour and materials. |
| 2 | Supplying of bulk Paving bitumen (asphalt) 60 / 70 at site of workincluding loading ,unloading and stacking at site of work etc., as required and as directed by the Engineer-in-charge,complete. |
| 3 | Supply of Bitumen emulsion (asphalt emulsion) of new drums Rapid Setting (RS) min. 65% bitumen content etc., as required and as directed by the Engineer-in-charge complete. |
| 4 | Providing and applying tack coat With rapid setting bitumen emulsion conforming to IS:8887, using emulsion pressure distributor including preparing the surface & cleaning with mechanical broom etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 5 | a) On W.B.M / W.M.M. @ 0.4kg/sqm |
| 6 | b) On bituminous surface @ 0.25kg/sqm |
| 7 | Providing and applying 2 cm premix carpet surfacing with paving Asphalt grade VG - 30 with no solvent 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc., as required and as directed by the Engineer-in-charge complete. All labour and materials.(tack coat to be paid for separately). |
| 8 | Providing and laying 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 0.60cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 9 | Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 10 | Surface dressing on old surface with hot bitumen of grade VG - 10 of approved quality using 1.95 kg of bitumen per sqm with 1.50 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity, etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 11 | Providing and laying bituminous macadam of 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity 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 equiped 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 as per specificatons and directions of Engineer in-Charge complete. All labour and materials. |
| 12 | Providing and laying Bituminous concrete of 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity 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 and as per directions of Engineer-in-Charge complete. All labour and materials. |
| 13 | Preparation and consolidation of sub grade with power road roller of 8 to12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 14 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete 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 joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required etc. as per direction of Engineerin-charge complete. All labour and materials. (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 15 | Supplying and stacking at site as required and as directed by the Engineer-In-Charge, Complete. All labour and materials |
| 16 | Good earth |
| 17 | Moorum |
| 18 | Spreading of moorum and/ or good earth as required and as directed by the Engineer-In-Charge, Complete. All labour and materials.(Cost of sludge good earth and moorum to be paid separately) |
| 19 | De-siltation of drains including removing silt, slush, pebbles garbage, iron ore, iron ore fines etc., including removing the sand from underwater if existing within a lead of 10 m and lift of 2 m and transportation of the same after drying, upto ½ Km and levelling the same as required and as directed by the Engineer-in-Charge complete. |
| 20 | Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineer- in-charge complete. |
| 21 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge complete. |
| 22 | Demolishing brick work in cement motor manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge complete. |
| 23 | Removing C.C. Blocks in pavements carefully without damaging the blocks and reuse the same wherever necessary including removing the mortar joints around block and stacking them within a lead of 50 m. as required and as directed by the Engineer-in-charge complete. |
| 24 | Paving with cement concrete solid blocks of size 30 x 20 x 15 cms. laying the same to the required line and level on a bed of 12.50 mm. graded granite metal and grouting the 10 mm thick joints with clean dry screened river or gedda sand and flushing with water using jet pump etc., including rolling with power roller etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. but excluding cost of 12.50 mm. graded granite metal bed and cement concrete blocks. |
| 25 | 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 as per specifications with material conforming to Grade-I (size range 75mm to 0.075mm) having CBR value 30 etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 26 | 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 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 etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 27 | Construction of dry lean cement concrete sub base over a prepared subgrade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 28 | Supplying, stacking and spreading 12.5 mm and 6 mm granite metal in 60:40 ratio to the required lines and levels for bedding PCC blocks as directed by the Engineer-in-charge complete. All labour and materials. |
| 29 | Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 30 | Reinforced cement concrete work in walls (any thickness), 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 31 | White washing with lime to give an even shade complete New work (three or more coats) as directed by the Engineer-in-charge. All labour and materials complete. All labour and materials. |
| 32 | Hire charges of plants and machinery with Tractor with trolley including fuel charges, operator charges etc., as required and as directed by the Engineer-in-Charge, complete. All labour and equipments, spares etc., complete. |
| 33 | Hire charges of plants and machinery with Hydraulic excavator 3D including fuel charges, operator charges etc., as required and as directed by the Engineer-in-Charge, complete. All labour and equipments, spares etc., complete. |
| 34 | Supplying of EX-200 Excavator at site of work for excavation / levelling and removing debris etc., as required and as directed by the Engineer-in-charge with fuel, operator charges, incidental charges, hire charges and transporting the equipment to the site of work. All labour, equipment, fuel and spares etc., complete. (Payment will be made for number of hours worked at site only) |
| 35 | Hire charges of plant and machinery with Hydraulic excavator of 1cum bucket including fuel charges, driver charges etc., as required and as directed by the Engineer-in-charge complete. All labour and equipments, spares etc., complete. |
| 36 | Supply of crusher dust at site of work including stacking and spreading in between tracks within a lead of 350 m and lift of 2 m etc., as required and as directed by the Engineer-in-Charge, complete. All labour and materials. |
| 37 | Earth work in all kinds of soils excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lifts, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 38 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) including mixing, depositing in position, tamping, finishing, curing etc., complete and as directed by the Engineer-In-Charge complete. All labour and materials. |
| 39 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) including mixing, depositing in position, tamping, finishing, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 40 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) including mixing, depositing in position, tamping, finishing, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 41 | Providing and laying in position ready mixed or site batched design mix cement Concrete of M20 grade with minimum cement content of 270 kg /cum for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 42 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)including mixing, depositing in position, vibrating or tamping, finishing, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 43 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level (1:3:6) (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) including mixing, depositing in position, vibrating or tamping, finishing, curing etc., including form work (boxing) in bed blocks, plinth courses and similar types of works eetc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 44 | Providing and laying in position ready mixed or site batched design mix cement concrete of M30 grade with minimum cement content of 350 kg /cum for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement aetc., as required and as directed by the Engineer-in-charge complete. All labour and materials; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. |
| 45 | Steel reinforcement Thermo-Mechanically Treated bars of grade Fe-500D or more for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 46 | Supply of Structural steel loading,unloading and stacking at site of work etc., as required and as directed by the Engineer-in-charge complete. |
| 47 | MS angles, Channels, Beams |
| 48 | MS Plates |
| 49 | MS Flats upto 10mm in thickness |
| 50 | Providing brick work in C.M 1:4 in plinth and foundations with common burnt clay modular bricks standard bricks of class designation 7.5 including curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 51 | Providing brick work in C.M 1:4 in super structure with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 including scaffolding, lift, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 52 | Structural steel work riveted, bolted or welded in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 53 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) with 40 mm thick with 20 mm nominal size stone aggregate finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 54 | Cement Plaster (in fine Sand) 12 mm cement plaster of mix 1:4 (1 cement : 4 fine sand)including raking out joints, cleaning the surface, curing etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 55 | Cement Plaster (in fine Sand) 20 mm cement plaster of mix 1:4 (1 cement : 4 fine sand) including raking out joints, cleaning the surface, curing etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 56 | Cement Plaster (in fine Sand) 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) including raking out joints, cleaning the surface, curing etc., as required and as directed by the Engineer-in-charge,complete. All labour and materials. |
| 57 | Painting with synthetic enamel paint one or more coats on old iron work of approved brand and manufacture of required colour to give an even shade etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 58 | Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content, With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 59 | Dismantling RCC/PCC to the required lines and levels by using mechanical equipment of jack ,hammer including necessary compressor equipment, cutting bits,fuel operator charges,tools etc., or any other equipment machinery and removing the debirs with a lead of 50m including cutting the reinforcement bars and stacking the useful materials, handing over the bars to stores etc., as required and as directed by the Engineer-in-charge complete. |
| 60 | Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 61 | Surface dressing for all kinds of soil of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 62 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared etc., as required and as directed by the Engineer-in-charge complete. |
| 63 | Pumping out water caused by springs, tidal or river seepage, broken water mains or drains from the pipe line trenches, including hire charges, fuel charges etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 64 | Supply of Diesel road roller of 8 to 10t capacity on hire basis incuding transportation to site of work,hire charges,fuel and operator charges etc., as required and as directed by the Engineer-in-charge, complete including labour. |
| 65 | Supply of Air compressor 7 cmm ( diesel )on hire basis incuding transportation to site of work,hire charges,fuel and operator charges etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. |
| 66 | Hire and operational charges of 8/10-ton mobile crane including operator fuel etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 67 | Supplying and fixing galvanized steel chain link mesh of 50 mm x 50 mm openings and 10 gauge as per IS 2721-1979 including bending, tying with G I wire / welding etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 68 | Providing and laying matt finished vitrified tile of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 69 | Providing and applying 2.5 mm 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. All labour and materials. |
| 70 | Providing Retro-reflective regulatory sign board of size 900 mm diametre made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 71 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, platesetc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete,i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)., as required and as directed by the Engineer-in-charge complete. All labour and materials |
| 72 | Transportation of Precast Elements by flat bed Trailor (Double / Triple axle 40ft Length with proper accessories like A frame etc) from factory, including the cost of loading , unloading & stacking at site with the help of required capacity cranes etc., as required and as directed by the Engineer-in-charge complete. |
| 73 | Lead within 15 km |
| 74 | Add/Deduct over item for every additional lead of 5 km ( lead 10km) |
| 75 | Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4:1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer etc., as required and as directed by the Engineer-in-charge complete. All labour and materials. |
| 76 | Supply of Man Mazdoor /Women Mazdoor/Watchmen, Gangmen/ Mazdoor (unskilled) to work in any site conditions etc., as required and as directed by the Engineer-in-charge complete. |
| 77 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns for mass concrete etc., as required and as directed by the Engineer-in-charge, complete. All labour and materials. Please Enable Macros to View BoQ information |
