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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-Finance | ₹7.3 L | L1 | Accepted-Finance L1 |
| 2 | L2₹7.7 LAccepted-Finance | ₹7.7 L | L2 | Accepted-Finance L2 |
| 3 | L3₹7.8 LAccepted-Finance GOVT CONTRACTOR VPO DHASOLI TEHSIL JAWALI DISTT KANGRA H P | KANGRA | HIMACHAL PRADESH | 175013 | ₹7.8 L | L3 | Accepted-Finance L3 |
| 4 | L4₹7.8 LAccepted-Finance | ₹7.8 L | L4 | Accepted-Finance L4 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹10 L
EMD Value
₹20,000
Closing Date
2 Mar 2026, 6:00 pmClosed
Executive Enigneer
pwd division udhampur
27.50 mtr span motorable steel bridge on Ghordi Barmeen road km 20th (Under UT Capex Permanent Restoration)
2026_PWDJK_304238_24
ENIT No. 151 of 2025-26 dated 23.02.2026
Open Tender
Civil Works
30 days
Udhampur
Please refer Tender documents.
2 documents required · 2 mandatory
₹600
Executive Engineer PWD Division Udhampur
₹20,000
25 Mar 2026
23 Feb 2026
3 Mar 2026
24 Feb 2026
2 Mar 2026
24 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, esspits 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 kind of soil
Providing & laying in position cement concrete of specified grade excluding the cost of centering and shuttering -- All work upto plinth level 1:3:6 (1 cement : 3 coarse sand : 6 graded stone agg. 20 mm nominal size) crushed. With 20% plums
Dumpimg stone including cost of stones. in Horizontal on level
Hand packed stone filling in wire crates incl. cost of stone & wire crates size 6.00 m X1.20X1.20 G.I. wire crates having wire diameter 4 mm with mesh spacing 100 mm x 100 mm mechanically woven diagonally
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.
Centering and shuttering including strutting, propping etc. and removal of form for:
Foundations, footings, bases of columns etc. for mass concrete
Carriage of material by M.T incl loading/unloading & stacking complete
Sand av lead of 40 km
Stone agg below 40mm nominal size av lead 22 km
Stone av lead 1 km
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