Macadamization of road from Panchayat Ghar to Middle School Dhanore Jarallan

PWD · Rajouri, Jammu and Kashmir · Civil Works & Infrastructure · open

Key facts

Tender value: ₹18.0L
EMD: ₹36K
Published: 03 Oct 2026
Closing date: 12 Oct 2026
Status: open
Status as of: 06 Oct 2026 10:56 UTC
Department: Public Works Department
Office: Office of the Executive Engineer PW(R&B) Department Division Rajouri

Description

Tender for macadamization of road from Panchayat Ghar to Middle School Dhanore Jarallan in Rajouri, Jammu & Kashmir, including surface scarifying, earthwork, concrete work, bituminous layers, and carriage of materials.

Eligibility & requirements

Startup relaxation: No
MSE relaxation: No

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Commercial terms

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

Line items (15)

Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km — Qty: 1575 Sqm
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: 24.84 Cum
Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size) — Qty: 7.28 Cum
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level 1:3:6 using 20% plum of nallah split stone (1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size) crushed — Qty: 49 Cum
Centering and Shuttering including strutting, propping etc and removal of form work for mass concrete — Qty: 331.2 Sqm
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. — Qty: 1350 Sqm
On bitumen surface @ 0.50 Kg/sqm. — Qty: 1575 Sqm
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, complete as per specifications and directions of Engineer-in-Charge — Qty: 11.25 Cum
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. 50 to 100 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. — Qty: 67.5 Cum
2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm 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. complete (tack coat to be paid for separately).With paving Asphalt grade VG-10 heated and then mixed with solvent at the rate of 70 grams per kg of asphalt. — Qty: 1575 Sqm
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 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. — Qty: 1575 Sqm
Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete.
Sand for an average distance of 120 kms by M.T — Qty: 22.27 Cum
Stone aggregate below 40 mm nominal size for an average distance of 10 kms by M.T — Qty: 43.55 Cum
Stone for an average distance of 05 kms by M.T — Qty: 9.93 Cum

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