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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.0 LAccepted-AOC 800 RAM NAGAR ROORKEE DISTT HARIDWAR UK PIN 247667 | ROORKEE | HARIDWAR | UTTARAKHAND | 247667 | ₹43.0 L | L1 | Accepted-AOC LOWEST BIDDER |
| 2 | L2₹43.8 L+₹79,433 (1.85%)Rejected-AOC 796 AZAD NAGAR ROORKEE DISTT HARIDWAR UK | HARIDWAR | UTTARAKHAND | 247667 | ₹43.8 L+₹79,433 (1.85%) | L2 | Rejected-AOC OTHER THEN LOWEST BIDDER |
| 3 | L3₹45.1 L+₹2.1 L (4.81%)Rejected-AOC TCP BAZAR JOSHIMATH DISTT CHAMOLI UTTRAKHAND PIN 246443 | JOSHIMATH | CHAMOLI | UTTRAKHAND | 246443 | ₹45.1 L+₹2.1 L (4.81%) | L3 | Rejected-AOC OTHER THEN LOWEST BIDDER |
| Sl No | Description | Qty | Unit | sidh builders L1 | M/S AJIT CONSTRUCTION CO L2 | MS Construction & Suppliers L3 |
|---|---|---|---|---|---|---|
| 1.00SCHEDULE 'A' PART-I : BOQ OF WORKS FOR B/R WORKS. | ||||||
| 1.01 | Excavation over areas, not exceeeding 1.50 mtrs deep and getting out in any type of soil, complete all as specified and as directed. | 190.7 | Per Cum | 350 ₹66,745 Lowest | 350 ₹66,745 Lowest | 400 ₹76,280 |
| 1.02 | Excavation over areas, exceeeding 1.50 mtrs deep but not exceeding 1.50 mtrs deep and getting out in any type of soil, complete all as specified and as directed. | 190.7 | Per Cum | 350 ₹66,745 Lowest | 450 ₹85,815 | 400 ₹76,280 |
| 1.03 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in Hard/Dense soil, complete all as specified and as directed. | 62 | Per Sqm | 150 ₹9,300 | 50 ₹3,100 Lowest | 100 ₹6,200 |
| 1.04 | Plain cement concrete M-7.50(1:4:8), type D-2 (using 40mm graded crushed stone aggregate), as mass concrete in foundation, complete all as specified and as directed. | 19 | Per Cum | 8,000 ₹1,52,000 | 6,500 ₹1,23,500 Lowest | 8,000 ₹1,52,000 |
| 1.05 | Reinforced cement concrete, design mix M-30 (using 20mm graded crushed stone aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc and mass concrete, complete all as specified and as directed. | 79.5 | Per Cum | 11,880 ₹9,44,460 Lowest | 12,400 ₹9,85,800 | 12,500 ₹9,93,750 |
| 1.06 | Reinforced cement concrete, design mix M-30 (using 20mm graded crushed stone aggregate) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, complete all as specified and as directed. | 77.8 | Per Cum | 11,880 ₹9,24,264 Lowest | 12,400 ₹9,64,720 | 12,500 ₹9,72,500 |
| 1.07 | Formwork, use and waste type, as in 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 batter, to get fair finish surfaces of concrete, complete all as specified and as directed. | 40.2 | Per Sqm | 350 ₹14,070 | 250 ₹10,050 Lowest | 400 ₹16,080 |
| 1.08 | Mild steel 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed. | 13,031 | Per Kilogram | 114 ₹14,85,534 Lowest | 118 ₹15,37,658 | 120 ₹15,63,720 |
| 1.09 | PVC (SWR) pipes, 110mm bore, single socketed, capacity not, less then 4.50 Kgf/Sqcm, in any length fixing with adhesive/ solvent cement, fixed in wall as weep holes, complete all as specified and as directed. | 68 | Per Running Metre | 349 ₹23,732 | 300 ₹20,400 Lowest | 400 ₹27,200 |
Tender Value
Refer Docs
EMD Value
₹87,000
Closing Date
27 Jul 2026, 6:00 pmClosed
GARRISON ENGINEER
GE 871 EWS C/O 56 APO PIN- 913871
PROVN OF RETAINING WALLS AT VARIOUS PLACES AND PATHWAYS AT MFVH UNDER GE 871 EWS
2026_MES_776780_1
8119/E8
Limited
Civil Works
Item Rate
180 days
MFVH
AS PER NIT AND TENDER DOCUMENTS
9 documents required · 9 mandatory
₹500
GE 871 EWS
₹87,000
Yes
5 Sept 2026
6 Jul 2026
29 Jul 2026
6 Jul 2026
27 Jul 2026
20 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SCHEDULE 'A' PART-I : BOQ OF WORKS FOR B/R WORKS. | |||||
| 1.01 | Excavation over areas, not exceeeding 1.50 mtrs deep and getting out in any type of soil, complete all as specified and as directed. | 190.7 | Per Cum | - | - |
| 1.02 | Excavation over areas, exceeeding 1.50 mtrs deep but not exceeding 1.50 mtrs deep and getting out in any type of soil, complete all as specified and as directed. | 190.7 | Per Cum | - | - |
| 1.03 | Surface excavation not exceeding 30cm deep and averaging 15cm deep and getting out in Hard/Dense soil, complete all as specified and as directed. | 62 | Per Sqm | - | - |
| 1.04 | Plain cement concrete M-7.50(1:4:8), type D-2 (using 40mm graded crushed stone aggregate), as mass concrete in foundation, complete all as specified and as directed. | 19 | Per Cum | - | - |
| 1.05 | Reinforced cement concrete, design mix M-30 (using 20mm graded crushed stone aggregate) as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc and mass concrete, complete all as specified and as directed. | 79.5 | Per Cum | - | - |
| 1.06 | Reinforced cement concrete, design mix M-30 (using 20mm graded crushed stone aggregate) as in walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, complete all as specified and as directed. | 77.8 | Per Cum | - | - |
| 1.07 | Formwork, use and waste type, as in 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 batter, to get fair finish surfaces of concrete, complete all as specified and as directed. | 40.2 | Per Sqm | - | - |
| 1.08 | Mild steel 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 and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips, complete all as specified and directed. | 13,031 | Per Kilogram | - | - |
| 1.09 | PVC (SWR) pipes, 110mm bore, single socketed, capacity not, less then 4.50 Kgf/Sqcm, in any length fixing with adhesive/ solvent cement, fixed in wall as weep holes, complete all as specified and as directed. | 68 | Per Running Metre | - | - |
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