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Tender ID
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.5 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹4.3 L+₹86,910.31 (25.1%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | Rejected-Technical | - | Rejected-Technical Incomple Documents |
Tender Value
₹4.8 L
EMD Value
₹9,640
Closing Date
10 Feb 2026, 4:00 pmClosed
Executive Engineer
PWD RnB Division Rajouri
Upgradation of road by Construction of R Wall on road from Gurdhan Bala to Mohra Dhara Km 2nd Rd 700-750 Rajouri.
2026_PWDJK_302282_9
NIT NO 82 OF 2025-26 Dated 03-02-2026
Open Tender
Civil Works
Percentage
Rajouri
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
Executive Engineer
₹9,640
15 Feb 2026
4 Feb 2026
11 Feb 2026
4 Feb 2026
10 Feb 2026
4 Feb 2026
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 :
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)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering –All work upto plinth level 1:3:6 using 20% plum of nallah split stone ( 1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20mm nominal size ) crushed
Stone filling hand packed in horizontal level including the cost of the stone
Centering and Shuttering including strutting, propping etc and removal of form work for mass concrete
Foundations, footings, bases for columns
Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes 110 mm diametre
Carriage of material from source to site of work by mechanical transport including loading /unloading and stacking complete.
Sand for an average distance of 120 kms by M.T
Stone aggregate below 40 mm nominal size for an average distance 10 kms by M.T
Stone for an average distance of 05 Kmn by M.T
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