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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.5 LAccepted-AOC BAKRABAD BAMRAULI ALLAHABAD U P | ALLAHABAD | U P | L1 | Accepted-AOC Performance security Rs. 1,62,500.00 shall be submitted before 28 days from the acceptance of the contract as per Condition 19 of IAFW2249 otherwise necessary action will be taken against your firm | |
| 2 | L2₹41.4 L+₹8.9 L (27.5%)Rejected-Finance | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | L3₹41.8 L+₹9.3 L (28.8%)Rejected-Finance H NO 82 C BLOCK NO CC SHALIMAR BAGH DELHI 110088 | DELHI | NORTH DELHI | DELHI | 110088 | L3 | Rejected-Finance Other than lowest bidder | |
| 4 | L4₹43.1 L+₹10.7 L (32.8%)Rejected-Finance | L4 | Rejected-Finance Other than lowest bidder | |
| 5 | L5₹43.2 L+₹10.7 L (33.0%)Rejected-Finance | L5 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | M/S R S Traders L6 | M/S Amar Enterprises L7 | RK Enterprises L8 | DK Builders L2 | M/S GOPAL JEE SINGH L3 | M/S KESRI WORKERS L1 | M/S SHRI RADHA CONSTRUCTION L4 | Abhinav Builders L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavating in trenches of soft and loose soil, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out, complete all as specified and directed. | 22.2 | Cum | 280 ₹6,216 | 280 ₹6,216 | 520 ₹11,544 | 240 ₹5,328 Lowest | 500 ₹11,100 | 249 ₹5,527.8 | 260 ₹5,772 | 350 ₹7,770 |
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge. | 230 | Cum | 310 ₹71,300 | 170 ₹39,100 | 500 ₹1,15,000 | 320 ₹73,600 | 500 ₹1,15,000 | 99 ₹22,770 Lowest | 295 ₹67,850 | 350 ₹80,500 |
| 3.00 | M&L for cement concrete 1:4:8 type D-2 using 40 mm graded crushed stone aggregate as in foundations filling and mass concrete etc, complete all as specified and directed. | 29.74 | Cum | 4,100 ₹1,21,934 | 5,250 ₹1,56,135 | 6,500 ₹1,93,310 | 3,113 ₹92,580.62 | 2,000 ₹59,480 Lowest | 2,790 ₹82,974.6 | 3,350 ₹99,629 | 5,200 ₹1,54,648 |
| 4.00 | M&L for reinforcement cement concrete M-25 (Design Mix) using 20 mm graded stone aggregate in foundation, including rafts, footings, foundation beams; plinth beams, base for column, etc under piles and mass concrete, complete all as specified and directed. | 60 | Cum | 9,900 ₹5,94,000 | 8,195 ₹4,91,700 | 5,500 ₹3,30,000 Lowest | 8,552 ₹5,13,120 | 7,000 ₹4,20,000 | 6,950 ₹4,17,000 | 8,650 ₹5,19,000 | 9,800 ₹5,88,000 |
| 5.00 | M&L for reinforcement cement concrete M-25 (Design Mix) using 20 mm graded stone aggregate columns, pillars, peirs, posts and struts, complete all as specified and directed. | 18 | Cum | 9,900 ₹1,78,200 | 8,180 ₹1,47,240 | 3,500 ₹63,000 Lowest | 8,552 ₹1,53,936 | 7,000 ₹1,26,000 | 7,800 ₹1,40,400 | 8,650 ₹1,55,700 | 9,800 ₹1,76,400 |
| 6.00 | M&L for reinforcement cement concrete M-25 (Design Mix) using 20 mm graded stone aggregate in wall, retaining walls, ballast and like, any thickness, above top of footings including attached pilasters and buttresses etc., complete all as specified and directed. | 42 | Cum | 9,900 ₹4,15,800 | 9,255 ₹3,88,710 | 5,000 ₹2,10,000 Lowest | 8,552 ₹3,59,184 | 6,500 ₹2,73,000 | 8,239 ₹3,46,038 | 8,650 ₹3,63,300 | 9,800 ₹4,11,600 |
| 7.00 | Use & 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 batter etc for rough finished surfaces of concrete etc., complete all as specified and directed. | 96 | Sqm | 650 ₹62,400 | 295 ₹28,320 | 150 ₹14,400 Lowest | 650 ₹62,400 | 500 ₹48,000 | 499 ₹47,904 | 530 ₹50,880 | 640 ₹61,440 |
| 8.00 | Use & waste of formwork to sides of pillers, posts, struts, piers, columns and stanchions etc for fair finished surfaces of concrete, complete all as specified and directed. | 230 | Sqm | 650 ₹1,49,500 | 595 ₹1,36,850 | 250 ₹57,500 Lowest | 550 ₹1,26,500 | 500 ₹1,15,000 | 399 ₹91,770 | 530 ₹1,21,900 | 640 ₹1,47,200 |
| 9.00 | Use & waste of formwork to faces of walls, retaining walls abutment and similar works including attached pillasters, buttresses etc vertical or to batter etc for fair finished surfaces of concrete, complete all as specified and dirceted. | 565 | Sqm | 650 ₹3,67,250 | 350 ₹1,97,750 Lowest | 350 ₹1,97,750 Lowest | 552 ₹3,11,880 | 500 ₹2,82,500 | 449 ₹2,53,685 | 530 ₹2,99,450 | 640 ₹3,61,600 |
| 10.00 | M & L for mild steel TMT bars 10mm dia or above, cut to length, bent to shape requried, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clip etc., complete all as specified and dirrected. | 5,230 | Kg | 90 ₹4,70,700 | 130 ₹6,79,900 | 90 ₹4,70,700 | 110 ₹5,75,300 | 95 ₹4,96,850 | 84 ₹4,39,320 Lowest | 88 ₹4,60,240 | 112 ₹5,85,760 |
Tender Value
₹49.5 L
EMD Value
₹99,000
Closing Date
14 Mar 2026, 6:00 pmClosed
GE (AF) Bamrauli
GE (AF) Bamrauli
PLUGGING OF BREACHES OPENING WITH RCC GATES BARBED WIRE AT JUNCTION OF RUNWAY AND PROVN OF FENCING AROUND EXISTING BUILDING AT PHAPHAMAU UNDER GE AF BAMRAULI
2026_MES_753892_1
9025/E8
Open Tender
Civil Works - Others
Works
180 days
GE (AF) Bamrauli
Please refer tender documents
7 documents required · 7 mandatory
₹500
GE (AF) Bamrauli
₹99,000
Yes
7 Jul 2026
23 Feb 2026
16 Mar 2026
23 Feb 2026
14 Mar 2026
9 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches of soft and loose soil, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out, complete all as specified and directed. | 22.2 | Cum | - | - |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, as directed by Engineer-incharge. | 230 | Cum | - | - |
| 3 | M&L for cement concrete 1:4:8 type D-2 using 40 mm graded crushed stone aggregate as in foundations filling and mass concrete etc, complete all as specified and directed. | 29.74 | Cum | - | - |
| 4 | M&L for reinforcement cement concrete M-25 (Design Mix) using 20 mm graded stone aggregate in foundation, including rafts, footings, foundation beams; plinth beams, base for column, etc under piles and mass concrete, complete all as specified and directed. | 60 | Cum | - | - |
| 5 | M&L for reinforcement cement concrete M-25 (Design Mix) using 20 mm graded stone aggregate columns, pillars, peirs, posts and struts, complete all as specified and directed. | 18 | Cum | - | - |
| 6 | M&L for reinforcement cement concrete M-25 (Design Mix) using 20 mm graded stone aggregate in wall, retaining walls, ballast and like, any thickness, above top of footings including attached pilasters and buttresses etc., complete all as specified and directed. | 42 | Cum | - | - |
| 7 | Use & 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 batter etc for rough finished surfaces of concrete etc., complete all as specified and directed. | 96 | Sqm | - | - |
| 8 | Use & waste of formwork to sides of pillers, posts, struts, piers, columns and stanchions etc for fair finished surfaces of concrete, complete all as specified and directed. | 230 | Sqm | - | - |
| 9 | Use & waste of formwork to faces of walls, retaining walls abutment and similar works including attached pillasters, buttresses etc vertical or to batter etc for fair finished surfaces of concrete, complete all as specified and dirceted. | 565 | Sqm | - | - |
| 10 | M & L for mild steel TMT bars 10mm dia or above, cut to length, bent to shape requried, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clip etc., complete all as specified and dirrected. | 5,230 | Kg | - | - |
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