Macadamisation of Roads at MC Magam.

Chief Engineer Central Kashmir, Budgam Circle, Beerwah Division · Magam, Jammu and Kashmir · Civil Works & Infrastructure · open

Key facts

Tender value: ₹2.6Cr
EMD: ₹5.1L
Published: 22 Oct 2026
Closing date: 10 Nov 2026
Status: open
Status as of: 04 Nov 2026 04:53 UTC
Department: Public Works Department (PWD)
Office: R&B Division Beerwah

Description

Macadamisation of roads at MC Magam, including surface preparation, subgrade preparation, granular sub-base, WBM/WMM, tack coat, bituminous macadam, semi-dense bituminous concrete and seal coat. Advertised cost is Rs. 257.08 lakh including GST.

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 (12)

2 — Qty: 4 5
Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. — Qty: 2120 sqm
Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth upto 50 meters. — Qty: 1149.75 sqm
Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material within all lifts and lead upto 1 km (by mechanical means). — Qty: 6699 sqm
Providing and laying of GSB incl compacting with (80-100) KN road roller filling having agg. Size not exceeding 90mm granular sub base material to specified lines, grades cross sections all inclusive leads, lifts, loading, unloading with all carriage complete job. — Qty: 534.27 cum
Supplying , stacking and Laying, spreading and compacting stone aggregate of specified 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 and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density at site,Graded crushed stone aggregate of size, 63 mm to 45 mm with Stone screening of size, 13.2 mm nominal size (Type A) incl. all carraiges from wuyan Pampore complete job. — Qty: 327.51 cum
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: 1022.45 cum
On W.B.M. @ 0.75 Kg/sqm. — Qty: 13632.7 sqm
On B.T. @ 0.50 Kg/sqm. — Qty: 11165 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. 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: 1239.89 cum
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 tippers, 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 VG- 10 @ 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. — Qty: 24797.7 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: 24797.7 Sqm

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