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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹64.0 LAccepted-AOC NEAR RAMA WALIKHUHI LEHRAGAGA 148031 | SANGRUR | PUNJAB | 148031 | ₹64.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹64.1 L+₹11,552.82 (0.18%)Rejected-AOC NAIN BHAWAN BALVEER COLONY NEAR HOTEL BALSONS URBAN ESTATEB BYE PASS ROED PATIALA DISTT PATIALA | ₹64.1 L+₹11,552.82 (0.18%) | L2 | Rejected-AOC L2 |
| 3 | L3₹65.9 L+₹1.9 L (2.95%)Rejected-AOC 38 ABOVE OLD SYNDICATE BANK MAIN BAZAAR MANSA 151505 | MANSA | PUNJAB | 151505 | ₹65.9 L+₹1.9 L (2.95%) | L3 | Rejected-AOC L3 |
| 4 | L4₹70.7 L+₹6.6 L (10.4%)Rejected-AOC | ₹70.7 L+₹6.6 L (10.4%) | L4 | Rejected-AOC L4 |
Tender Value
Refer Docs
EMD Value
₹2.0 L
Closing Date
12 Jun 2026, 11:00 amClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER DRAINAGE DIVISION SANGRUR
Estimate for Construction of VR Bridge at RD 7900 of L-5 Link Drain
2026_WR_168997_1
13/2026-27
Open Tender
Civil Works - Bridges
Item Rate
120 days
SANGRUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
₹2.0 L
Yes
4 Aug 2026
29 May 2026
12 Jun 2026
29 May 2026
12 Jun 2026
29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in excavation of foundation of structure as pper drawings and techhnical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil by Mechanical Means (DEPTH 0 to 3 mtr) | - | - | - | - |
| 2 | Earth work in excavation of foundation of structure as pper drawings and techhnical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil by Mechanical Means (Depth 3 to 6 mtr) | - | - | - | - |
| 3 | Earth work in excavation of foundation of structure as pper drawings and techhnical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with excavated surplus soil by Mechanical Means (Depth ABOVE 6 mtr) | - | - | - | - |
| 4 | Providing cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | - | - | - | - |
| 5 | Providing and Laying plain cement concrete M-15 in open foundation including supply, carriage, loading and unloading of material from an approved quarry complete as per drawing and technical specifications | - | - | - | - |
| 6 | Providing and laying reinforced cement concrete M-25 in sub structure height upto 5 m using batching plant, transit mixer and concrete pump including supply, carriage, loading and unloading off material from an approved quarry complete as per drawing and technical specification | - | - | - | - |
| 7 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in position complete | - | - | - | - |
| 8 | Furnishing and placing RCC Grade M-30 using batching plant, transit mixer and concrete pump for solid slab super structure including centering and shuttering height upto 5 m including supply, carriage, loading and unloading of material from an approved querry complete as per drawing and technical specification. | - | - | - | - |
| 9 | Drainage spouts complete as per drawing no SD/205 and technical specification with 0.5 meter long GI 100 mm dia drainage GI light grade pipe (for Bridges) | - | - | - | - |
| 10 | Provision of an Reinforced cement concrete crash barrier at the edges of the Bridge,road, approaches to bridge structures and medians, constructed with M-40 grade concrete , with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified-with concrete mixture. | - | - | - | - |
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