Macadamization of Seri Chattra road to Village Bhrowa (Under City and Town Roads 2026-27 (4th CALL)
PWD (R&B) Division Bhaderwah · Bhaderwah, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹40.0L
- EMD: ₹80K
- Published: 29 Sep 2026
- Closing date: 06 Oct 2026
- Status: open
- Department: PWD
- Office: CE RandB Pir Chenab
Description
Tender for macadamization work on Seri Chattra road to Village Bhrowa, including stone laying, screening, earth filling, tack coat, bituminous macadam, premix surfacing, seal coat, and carriage of materials, with an estimated value of 39.98 Lacs INR.
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 (17)
- 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 G-II — Qty: 250.27 Cum
- Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm — Qty: 250.27 Cum
- Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A) — Qty: 39.04 Cum
- Supplying and stacking at site Good Earth — Qty: 20.02 Cum
- 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 G-III — Qty: 250.27 Cum
- Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm — Qty: 250.27 Cum
- Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B) — Qty: 39.04 Cum
- Supplying and stacking at site Good Earth — Qty: 20.02 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: 3128.4 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 Batch Type Hot Mix Plant of 60-90 TPH capacity — Qty: 156.42 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: 3128.4 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: 3128.4 Sqm
- Burm dressing by way of Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m — Qty: 246.48 Cum
- Carriage of Materials
- Stone Screening for an Avg. distance of 20 Kms by MT — Qty: 78.08 Cum
- Stone for an Avg. distance of 1 Kms by MT — Qty: 500.54 Cum
- Good Earth for an Avg. distance of 1 Kms by MT — Qty: 40.04 Cum
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