Macadamization of Bhallra to Diggi Km 5th (Under City and Town Roads 2026-27) (4th CALL)
PWD / CE RandB Pir Chenab / SE RandB Doda-Kishtwar / EE RandB 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
Description
Tender for the macadamization work on Bhallra to Diggi Km 5th under City and Town Roads 2026-27, including surface dressing, granular sub-base, stone aggregate laying, bituminous macadam, premix carpet, seal coat, and related civil works.
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 (19)
- 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: 1980 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: 256 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-II — Qty: 204.6 Cum
- Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm — Qty: 204.6 Cum
- Supplying and stacking at site Stone screening of size 13.2 mm nominal size (Type A) — Qty: 31.917 Cum
- Supplying and stacking at site Good Earth — Qty: 16.368 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: 204.6 Cum
- Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm — Qty: 204.6 Cum
- Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B) — Qty: 46.64 Cum
- Supplying and stacking at site Good Earth — Qty: 16.368 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: 2640 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: 132 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: 2640 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: 2640 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: 145 Cum
- Carriage of Materials
- Stone Screening for an Avg. distance of 35 Kms by MT — Qty: 78.56 Cum
- Stone for an Avg. distance of 15 Kms by MT — Qty: 409.2 Cum
- Good Earth for an Avg. distance of 1 Kms by MT — Qty: 32.75 Cum
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