Construction of link road from Srounda to Bhandeer via Malan Ghati (Under UT Road Sector (New work) Capex Budget 2026-27)
CE RandB Pir Chenab · Bhaderwah, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹1.5Cr
- EMD: ₹3.0L
- Published: 29 Sep 2026
- Closing date: 13 Oct 2026
- Status: open
- Department: PWD
- Office: SE RandB Doda-Kishtwar
Description
Construction of a link road connecting Srounda to Bhandeer via Malan Ghati, including earthwork, stone aggregate laying, bituminous work, masonry, and transportation of materials, under the UT Road Sector Capex Budget 2026-27 in Bhaderwah.
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 (35)
- 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: 528 Cum
- Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm — Qty: 528 Cum
- Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B) — Qty: 82.368 Cum
- Supplying and stacking at site Good Earth — Qty: 42.24 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: 511.5 Cum
- Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.4 mm — Qty: 511.5 Cum
- Supplying and stacking at site Stone screening of size 11.2 mm nominal size (Type B) — Qty: 116.622 Cum
- Supplying and stacking at site Good Earth — Qty: 40.92 Cum
- Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With medium setting bitumen emulsion On W.B.M. /W.M.M. @ 0.4 Kg/sqm — Qty: 6600 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: 330 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: 6600 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: 6600 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: 390 Cum
- 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: 626.608 Cum
- Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) — Qty: 32.333 Cum
- Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) Using 20% Plum — Qty: 133.138 Cum
- Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns — Qty: 354.72 Sqm
- Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete — Qty: 16 Sqm
- Dumping stone including cost of stones. in Horizontal on level — Qty: 13.72 Cum
- Hand-packing stones in wire-crates; excluding cost of crates and including cost of stones — Qty: 34.56 Cum
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