Upgradation of inner links at Adipora , Shair Colony and Mehrajpora.

Pavement Work:Supply ,stacking of Khakbajree in Berms including laying,spreading, ramming,dressing ,dressing,watering,compacting and consolidation by road roller 8-10 tonne capacity as directed by site Engineer including all carriages upto the site of work.

Supply ,stacking, filling,laying and spreading of Crushed GSB in 15 cm layers incld sorting ,spreading to templete ,watering ,dresssing ,ramming and consolidation to the required gradient and camber with 8-10 tonne capacity Power road roller incld. all carriages complete

Supply and stacking at site Graded Crushed stone aggregrate of size 63mm -45 mm and stone screening of size 13.2 mm nominal size (type A), stone dust/moorum incld laying ,spreading and compacting stone aggregrate of specified sizes to WBM specifiacations in uniform thickness (75 mm ) ,hand picking ,rolling with 3 wheeled road /vibratory roller 8-10 tonne capacity in stages to proper grade and camber ,applying and brooming requisite type of screening /binding material to fill up interstices of course aggregrate ,watering and campacting to the required density incld all carriages from approved source to site of work complete job(crushed from Broken Quarry).

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 Mechanical Transport 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 including all carriages from source to site of work.

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 WBM @ 0.75 Kg/sqm incld all carriages from approved source to site of work.

Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by Mechanical Transport, 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 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 incld all carriages from source to site of work.

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 Mechanical Transport, 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 VG10 @ 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 incld all carriages from source to site of work.

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 0.60 cumof fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete incld all carriages from source to site of work.

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 incld all carriages.

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 incld all carriages.

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 of equilateral triangular shape having each side of 900 mm support length of 3650mm. incld all carriages.

Providing and laying of RCC Spun Pipe in proper position and slope, on first class bedding of granular material in single row, including excavation, backfilling, and cushioning over pipes to the required gradient and camber, including cost of pipes and carriage by Mechanical Transport from source to site of work complete job.12''-00 dia Pipe.

Providing and laying of RCC Spun Pipe in proper position and slope, on first class bedding of granular material in single row, including excavation, backfilling, and cushioning over pipes to the required gradient and camber, including cost of pipes and carriage by Mechanical Transport from source to site of work complete job.18''-00 dia Pipe.

Construction 2 Meter Span Culvert:Earth work in excavation in all kinds of soil by Manual/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 by site Engineer incld.cutting of trees, removal of tree stumps and dewatering of trenches during execution of work.

Supply and filling of stone soling in foundation trenches tightly hand packed with hand ramming, dressing ,watering incld. carriage of material from source to site of work complete

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand: 8 grade stone aggregate 40mm nominal size) including all carriages.

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 all carriages.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all levels, Thermo-Mechanically Treated bars of grade Fe-500D or more, including all carriages.

Centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platforms. including all carriages.

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. including all carriages.

Construction of Deep Drain:Earthwork in excavation for construction of drains/mainholes /Chambers in all kinds of soils incld all leads and lifts and shall also include: (i). Removal of hard crust of water bound Macdam /Black Top road surface /lime concrete /reinforced concrete /Brick Masnory etc Manually /Mechanically (ii) Dressing of sides and ramming of bottoms. (iii) Open and close timbering costs. (IV)Dewatering on account of all possible factors such seepage,broken water mains,rains,snow etc. (V) Cutting down trees, removal of grass/Vegetattion,bushes and tree trunks. (VI) Refilling of Available excavated earth in sides of trenches /over drain. (VII) Repairing of Water mains/Cables damaged during execution. (VIlI) Stacking of serviciable material within lead of all surplus excavated earth and / or unserviciable material by Mechanical transport/Manually upto final dumping sites as directed by Engineer -In- Charge (complete Job).

Supply and filling of stone soling in foundation trenches tightly hand packed with hand ramming, dressing ,watering incld. carriage of material from source to site of work complete

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level 1:4:8 (1 Cement: 4 coarse sand: 8 grade stone aggregate 40mm nominal size) including all carriages.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering all work upto plinth level in 1:3:6 (1 cement : 3 coarse sand : 6 stone aggregate 20mm nominal size) including curing complete including all carriages.

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 all carriages.

Centering and shuttering including strutting propping etc. and removal of form for foundation, footings basses of columns etc . For mass concrete including all carriages.

Centering and shuttering including strutting, propping etc. and removal of form for suspended floors, roofs, landings, balconies and access platforms. including all carriages.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all levels, Thermo-Mechanically Treated bars of grade Fe-500D or more, including all carriages.

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, including all carriages.

12mm Cement plaster of mix in 1 : 4 ( 1 cement : 4 coarse sand) including all carriages.

Providing and fixing in Position 560 mm internal dia Polycrete manhole cover heavy duty (200 kg Weight) with Polycrete base Provided with M.S sheet as per IS 12592incld cost of carriage of material from approved source to site of work with all leads,lifts,Loading,head Loading,unloading,haulage of material etc.(Finished work to be measured)

Add Maitance for lst year@ 10%.

Add Maitance for 2nd year @15%.

Add Maitance for3rd year @20%.

Add Maitance for 4th year @25%.

Add Maitance for 5th year @30%.

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