Macadamization of Khyber Mohalla Ahanger Mohalla Links under CnT (Machine Mix laid with Paver)

Chief Engineer Central Kashmir · Ganderbal, Jammu and Kashmir · Civil Works & Infrastructure · open

Key facts

Tender value: ₹28.3L
EMD: ₹57K
Published: 05 Oct 2026
Closing date: 12 Oct 2026
Status: open
Status as of: 06 Oct 2026 13:00 UTC
Department: PWD
Office: Ganderbal Circle

Description

Tender for macadamization work including grading, bituminous layers, earthwork, subgrade consolidation, and related civil works in Ganderbal, Jammu & Kashmir.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

Bid type: Open Tender
Evaluation: Percentage
Make in India (MII): No
MSE preference: No

Line items (18)

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 — Qty: 13.69 Cum
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 incl. all carriage etc complete. On WBM surface @0.75kg/sqm. — Qty: 182.5 Sqm
On BT Surface @0.5kg/sqm. — Qty: 803 Sqm
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 incl. carriage complete. 50 mm 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. — Qty: 12.78 Cum
Providing and laying 40mm thick Dense Bituminous Concrete Grade using VG-10 Grade @ 5.5% (Percentage by weight of total mix) and lime filter @ 3% ( %age 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 hotmix to work site by tippers, laying with paver, finisher, equipped with electronic censor to the required graded 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. — Qty: 39.42 Cum
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. — Qty: 262.8 Cum
Consolidation of subgrade with power road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the subgrade. — Qty: 584 Sqm
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, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30. — Qty: 58.4 Cum
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. complete as per direction of Engineer-in-charge. — Qty: 87.6 Cum
Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, leveling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections,curing, making provision for contraction/ expansion, construction & longitudinal joints ( 10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in- charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to ,be paid separately). Note:-Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer. — Qty: 87.6 Cum
Providing and laying of PVC Membrane separation sheet of required size and specification incl all leads lifts carriages complete job. — Qty: 584 Sqm
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.arriage of all materials from approved sources up to site of work completed All works upto Floor V level — Qty: 5256 Kgs
Providing and fixing of 19mm filler ply board for expansion joints incld making necessary holes of required size for inserting dowel/tie bars. — Qty: 48 Sqm
Providing and laying in position bitumen hot sealing compound for expansion joints etc.Using grade ‘A’ sealing compound. — Qty: 2737.5 per cm. depth per cm. width per m. length
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. — Qty: 96 Sqm
Carriage of Material :- Stone agg. 40mm for an avg lead of 10 Kms — Qty: 78.84 Cum
Carriage of materials from approved source to site of work:- Stone aggregate 20mm for an average lead of 10Kms. — Qty: 78.84 Cum
Carriage of materials from approved source to site of work:- sand for an average lead of 14 Kms MT. — Qty: 78.84 Cum

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