Improvement/Upgradation of OSK link road upto double lane specifications by way of RBM filling, P/L 15 cm thick WBM grade-II, 7.5 cm thick Wet Mix Macadam, 50 mm thick Bituminous Macadam, 25 mm thick SDBC, const. of 05 no. 1.00 mtr span RCC etc.

Amount

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 & the like not exceeding 10 sqm on plan, including dressing of sides & ramming of bottoms , incl. disposal or filling of excavated earth wherever required as per the directions of Engineer-in-charge .

Providing and laying in position cement concrete of specified grade incl. 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 agg. 40 mm nominal size)incl. all leads, lifts & carriage of material by MT/ H.L.

Providing and laying in position cement concrete of specified grade incl.curing but excl. the cost of centring and shuttering. All work upto plinth level with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) incl. all leads, lifts & carriage of material by MT/ H.L.

Providing & laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) & curing complete incl. all leads, lifts & carriage of material by MT / H.L.

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) incl. all leads, lifts & carriage of material by MT/ H.L.

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 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) incl. all leads, lifts & carriage of material by MT/ H.L.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars incl. all leads, lifts & carriage of material by M.T. / H.L.

Centering and shuttering including strutting, propping etc. and removal of form for:

Foundations, footings, bases of columns etc. for mass concrete.

Suspended floors, roofs, landings, balconies and access platforms.

Column, pillars, Piers Abutments, posts and struts

Edges of slabs and breaks in floors and walls above 20 cm wide

Hand packing stones in wire crates incl. the cost of stones but excl. the cost of crates incl. all leads, lifts & carriage of material by MT / H.L.

Dumping of stones including cost of stones in horizontal or slopes level including all leads, lifts and carriage of material by MT / H.L.

Supplying and laying including digging, carrying by lorry, filling River Bed Material including watering & consolidation in layers to specified lines, camber, grades & cross sections. Finished work incl. material, labour all leads , lifts & carriage of material by MT/HL

Providing, laying, spreading & compacting crushed stone agg. of 63 mm to 45 mm sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade & camber, applying & brooming of 13.2 mm nominal size (Type-A) screening/binding material as stone dust to fill up interstices of coarse agg. watering & compacting to the required density, finished work to be measured incl. all leads, lifts & carriage of material by MT/H.L(conforming to clause 404 of MORT&H specifications).

Providing, laying, spreading & compacting graded stone aggregate (size range 53 mm to 0.075 mm) to Wet Mix Macadam (WMM) specification incl. 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.

Providing & laying 50 mm thick Bituminous Macadam compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity using crushed stone agg. 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 including tack coat @ 0.75 kg/sqm complete as per specifications and directions of Engineer-in-Charge.

Providing & laying 25 mm Thick Semi- Dense Bituminous Concrete compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (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 equipped with electronic sensor to the required grade, level & alignment and rolling with smooth wheeled, vibratory & tandem rollers to achieve the desired compaction & density as per specification incl. tack coat @ 0.50 kg/sqm on bitumen surface & 0.75 kg/sqm on WBM surface complete & as per directions of Engineer-in-Charge.

Demolishing R.C.C. work manually/by mechanical means incl. stacking of steel bars and disposal of unserviceable material incl. leads as per direction of Engineer-in-charge.

Demolishing cement concrete in : 1:3:6 or richer mix (i/c equivalent design mix) manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge

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 & profile shoe heater, driven by experienced operator on road surface including cost of material, lab & foreign material etc. complete as per direction of Engineer-in-charge & accordance with applicable specifications

Const. of 20.00 mtr long vented causeway double lane including drawings vetting of design by the I.I.T /DIQC J&K or any NIT/GCET as per MORT & H, I.R.C. specifications of Road and Bridges including construction of substructure(abutments, dirt wall, return wall, approach slab and approches ) , superstructure, reinforced cement concrete slab, railing, painting etc.) including dewatering, construction of diversion its maintenance during execution (complete job).

Providing and Laying 0.60 m dia. hume pipes in proper gradient/ position at site including fitting of collars & filling with mortar etc complete.

PEER BABA ASSOCIATES

M/s Walia Construction Co.

M/S Chahal Hot Mix Plant Holder Prop Bhagwan Singh

M.S Gee Kay Traders