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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹37.2 LAccepted-AOC 4 A RUKSHMANI PARK SOCIETY OPP SAMA WATER TANK NEW SAMA ROAD VADODARA 390 008 | VADODARA | VADODARA | GUJARAT | 390008 | ₹37.2 L | L1 | Accepted-AOC being L1 and reasonable |
| 2 | L2₹40.8 LRejected-Finance 101 VRAJ APARTMENT OPP POLICE HEAD QUARTERS SARU SECTION ROAD JAMNAGAR 381008 | JAMNAGAR | 381008 | ₹40.8 L | L2 | Rejected-Finance Being not L1 |
| 3 | L3₹41.0 LRejected-Finance | ₹41.0 L | L3 | Rejected-Finance Being not L1 |
| Sl No | Description | Qty | Unit | Gayatri Associates L1 | M/s SK Traders L2 | ASK INFRA L3 |
|---|---|---|---|---|---|---|
| 1.00 | Surface excavation n. excc 30cm deep & avergeing 15cm deep and getting out in soft/loose soil | 618.75 | Sqm | 28 ₹17,325 | 25 ₹15,468.75 | 14 ₹8,662.5 Lowest |
| 2.00 | Excavation in trenches n.exc 1.5m depth & not exc 1.5m in width for foundation in trenches n.exc 10 sqm plan & getting out soft soil all as specified and directed. | 159.21 | Cum | 225 ₹35,822.25 | 150 ₹23,881.5 Lowest | 250 ₹39,802.5 |
| 3.00 | M & L for providing PCC 1:4:8 type D2 using 40 mm graded stone aggreagate as in posts and foundation all as specified and directed. | 8.7 | Cum | 4,200 ₹36,540 Lowest | 5,500 ₹47,850 | 4,500 ₹39,150 |
| 4.00 | Use and waste of formwork to sides of concrete foundations, footings, bases of
columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batterr all as speciified and directed | 3.3 | Sqm | 300 ₹990 Lowest | 450 ₹1,485 | 300 ₹990 Lowest |
| 5.00 | Use and waste of formwork to sides of pillars, posts, columns etc in square, rectangular and similar work fair finished surface complete all as directed. | 19.8 | Sqm | 300 ₹5,940 Lowest | 450 ₹8,910 | 300 ₹5,940 Lowest |
| 6.00 | M&L for reinforcement cement concrete (nominal mix) Type B1, 1:2:4 (20mm graded stone aggregate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. | 7.43 | Cum | 6,000 ₹44,580 | 8,500 ₹63,155 | 5,450 ₹40,493.5 Lowest |
| 7.00 | M&L for reinforcement cement concrete (nominal mix) Type B1, 1:2:4 (20mm graded stone aggregate) in Columns, pillars, piers, posts and struts, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. | 10.31 | Cum | 6,000 ₹61,860 | 8,500 ₹87,635 | 5,750 ₹59,282.5 Lowest |
| 8.00 | M&L for TMT bars 10mm dia and over , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified. | 519.75 | Kg | 110 ₹57,172.5 Lowest | 120 ₹62,370 | 110 ₹57,172.5 Lowest |
| 9.00 | Supply and fix TMT bars 8 to 10 mm dia, as in stirrups cut to length, bent to shape required,including binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engineer-in-Charge. | 185.63 | Kg | 110 ₹20,419.3 Lowest | 120 ₹22,275.6 | 110 ₹20,419.3 Lowest |
| 10.00 | S&F rolled mild steel, Fe 410-W (Gde E-250) quality - A, joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated), complete all as specified and directed. | 6,247.63 | Kg | 125 ₹7,80,953.75 Lowest | 130 ₹8,12,191.9 | 140 ₹8,74,668.2 |
Tender Value
₹38.0 L
EMD Value
₹76,060
Closing Date
5 Aug 2026, 6:00 pmClosed
Harikesh Meena EE
Opp Akashwani, Makarpura road PO-ONGC Baroda-390009
As per BOQ
2026_MES_777421_1
8118
Open Tender
Civil Works
Item Rate
180 days
GE ARMY BARODA
As per tender documents
9 documents required · 9 mandatory
₹500
GE ARMY BARODA
₹76,060
Yes
3 Sept 2026
9 Jul 2026
6 Aug 2026
9 Jul 2026
5 Aug 2026
24 Jul 2026
9 Jul 2026 - 23 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Surface excavation n. excc 30cm deep & avergeing 15cm deep and getting out in soft/loose soil | 618.75 | Sqm | - | - |
| 2 | Excavation in trenches n.exc 1.5m depth & not exc 1.5m in width for foundation in trenches n.exc 10 sqm plan & getting out soft soil all as specified and directed. | 159.21 | Cum | - | - |
| 3 | M & L for providing PCC 1:4:8 type D2 using 40 mm graded stone aggreagate as in posts and foundation all as specified and directed. | 8.7 | Cum | - | - |
| 4 | Use and waste of formwork to sides of concrete foundations, footings, bases of
columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batterr all as speciified and directed | 3.3 | Sqm | - | - |
| 5 | Use and waste of formwork to sides of pillars, posts, columns etc in square, rectangular and similar work fair finished surface complete all as directed. | 19.8 | Sqm | - | - |
| 6 | M&L for reinforcement cement concrete (nominal mix) Type B1, 1:2:4 (20mm graded stone aggregate) in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. | 7.43 | Cum | - | - |
| 7 | M&L for reinforcement cement concrete (nominal mix) Type B1, 1:2:4 (20mm graded stone aggregate) in Columns, pillars, piers, posts and struts, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and as directed. | 10.31 | Cum | - | - |
| 8 | M&L for TMT bars 10mm dia and over , cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips all as specified. | 519.75 | Kg | - | - |
| 9 | Supply and fix TMT bars 8 to 10 mm dia, as in stirrups cut to length, bent to shape required,including binding with mild steel wire (annealed) not less than 0.9mm dia complete all as specified and directed by Engineer-in-Charge. | 185.63 | Kg | - | - |
| 10 | S&F rolled mild steel, Fe 410-W (Gde E-250) quality - A, joist, channel, angle, or tee sections, fixed independently, without connecting plates, etc. (cut to ordinary lengths i.e. within 20mm of the length indicated), complete all as specified and directed. | 6,247.63 | Kg | - | - |
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