Permanent Restoration of road from Sain Mahajar to Thub Gali via Middle School Patti 2nd call
PWD · Thanamandi, Jammu and Kashmir · Civil Works & Infrastructure · open
Key facts
- Tender value: ₹70.0L
- EMD: ₹1.4L
- Published: 30 Sep 2026
- Closing date: 21 Oct 2026
- Status: open
- Status as of: 06 Oct 2026 07:30 UTC
- Department: CE RandB Pir Panjal
- Office: OFFICE OF THE EXECUTIVE ENGINEER(R&B) DIVISION THANAMANDI
Description
Tender for the permanent restoration of a road from Sain Mahajar to Thub Gali via Middle School Patti, including earthwork, concrete, masonry, and other civil works, with an estimated bid value of 7,000,000 INR. The tender is open, with a fee of 1500 INR and EMD of 140,000 INR, scheduled from 30th September 2026 to 21st October 2026.
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 (23)
- 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 earth — Qty: 176.89 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: 29.52 Cum
- Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering 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: 222.53 Cum
- Dry random rubble masonry with hard stone in foundation and plinth: Without bond stone — Qty: 107.93 Cum
- Centering and Shuttering Foundations, footings, bases of columns — Qty: 141.14 Sqm
- Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets etc — Qty: 423.42 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: 45.2 Sqm
- Banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m in All kinds of soil — Qty: 780 cum
- Stone filling hand packed in horizontal on level including cost of stones. — Qty: 153.75 Cum
- 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: 71.95 Cum
- Hand packed stone filling in wire crates including cost of stones & crates — Qty: 170.1 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 Base course with 53mm to 22.4mm size. — Qty: 1089 Cum
- Supplying and stacking at site Graded crushed stone aggregate 63mm to 45mm — Qty: 1089 cum
- supplying and stacking at site stone screening of size 13.2mm nominal size. — Qty: 163.35 Cum
- Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-3 class (Medium duty) R.C.C. pipe S1000 mm dia. R.C.C. pipe (laying by manual/mechanical means) — Qty: 15 Mtr
- Non-pressure NP-4 class (Heavy duty) R.C.C. pipes 600 mm dia. R.C.C. pipe — Qty: 15 Mtr
- Drain/slip clearance in soils; mixed with moorum/Kankar/shingle/boulders; disposal lead upto 50 m and lift upto 1.5 m. — Qty: 1950 cum
- Carriage of material from source to site of work by mechanical transport including loading/unloading and stacking complete. — Qty: 114.23 Cum
- Stone aggregate below 40mm for an average distance of 15 kms by M.T — Qty: 228.47 Cum
- Stone aggregate 63mm to 45mm size for an average distance of 15 kms by M.T — Qty: 1089 Cum
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