Permanent restoration of road from choudhary nar to Dodaj 2nd call
CE RandB Pir Panjal · Thanamandi, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹90.0L
- EMD: ₹1.8L
- Published: 30 Sep 2026
- Closing date: 21 Oct 2026
- Status: open
- Status as of: 06 Oct 2026 07:31 UTC
- Department: PWD
- Office: OFFICE OF THE EXECUTIVE ENGINEER(R&B) DIVISION THANAMANDI
Description
Tender for the permanent restoration of road from Choudhary Nar to Dodaj, including earthwork, stone aggregate laying, tack coat, bituminous macadam, premix surfacing, seal coat, excavation, earth filling, drainage, and material carriage.
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)
- 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 — Qty: 915.33 cum
- Supplying and stacking at site Graded crushed stone aggregate 63mm to 45mm — Qty: 915.33 cum
- supplying and stacking at site stone screening of size 13.2mm nominal size — Qty: 137.3 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. On W.B.M. @ 0.75 Kg/sqm. — Qty: 12204.5 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-Charge50 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: 122.04 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: 12204.5 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: 12204.5 sqm
- Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. — Qty: 174.34 cum
- Drain/slip clearance In soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. — Qty: 229.32 cum
- Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete. — Qty: 915.33 cum
- Carriage of stone aggregate below 40mm for an average distance of 15 km by M.T — Qty: 137.3 cum
- Carriage of good earth for an average distance of 10 km by M.T — Qty: 176.22 cum
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