permanent restoration of Road from Masjid Simbli to Simbli Gali
PWD · 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 07:28 UTC
- Ministry: Public Works Department
- Department: R&B Division
- Office: Office of the Executive Engineer (R&B) Division Thanamandi
Description
Tender for the permanent restoration of a road from Masjid Simbli to Simbli Gali, including earthwork, concrete work, masonry, stone filling, bituminous work, and transportation of materials.
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 (21)
- Earth work in excavation by manual means 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 directedAll kinds of soil — Qty: 416.81 Cum
- Providing and laying in position Cement concrete of specified grade excluding the cost of centering and shuttering – all work upto plinth level.1:5:10(1 cement : 5 coarse sand : 10 graded crushed stone aggregate 40 mm nominal size) — Qty: 65.81 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) — Qty: 336.08 Cum
- Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone — Qty: 619.73 Cum
- Centering and Shuttering Foundations, footings, bases of columns — Qty: 897.97 Sqm
- Stone filling hand packed in horizontal on level including cost of stones. — Qty: 292.5 Cum
- Supplying and stacking at site Graded crushed stone aggregate 63mm to 45mm — Qty: 495 cum
- Supplying and stacking at site stone screening of size 11.20 and 13.5mm nominal size. — Qty: 148.5 Cum
- Supplying at stacking at site Good Earth — Qty: 19.8 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: 3300 sqm
- 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: 742.5 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: 3300 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: 3300 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: 187.5 cum
- Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete.
- Stone aggregate below 40mm for an average distance of 20 km by M.T — Qty: 357 Cum
- stone aggregate 63 to 45mm for an average distance of 20 kms by M.T — Qty: 495 Cum
- Stone aggregate 53 to 22.5 mm for an average distance of 20 kms by M.T — Qty: 247.5 Cum
- stone screening 13.20 & 11.2mm for an average distance of 20kms by M.T — Qty: 148.5 Cum
- Good earth for an average distance of 1 km by M.T — Qty: 19.8 Cum
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