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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹54.3 LAccepted-AOC HIMACHAL PRADESH HP | L1 | Accepted-AOC LOWEST BIDDER | |
| 2 | L2₹64.1 L+₹9.8 L (18.0%)Rejected-Finance | L2 | Rejected-Finance BIDDER NOT LOWEST | |
| 3 | L3₹69.4 L+₹15.1 L (27.8%)Rejected-Finance | L3 | Rejected-Finance BIDDER NOT LOWEST | |
| 4 | L4₹69.6 L+₹15.3 L (28.2%)Rejected-Finance VILL POST SHIASO TEH POOH DISTT KINNAUR PIN 172110 HP | SHIASO | KINNAUR | HIMACHAL PRADESH | 172110 | L4 | Rejected-Finance BIDDER NOT LOWEST | |
| 5 | L5₹71.5 L+₹17.2 L (31.6%)Rejected-Finance 19192 STREET NO 8 BIBI WALA ROAD OPPOSITE DAV COLLEGE BATHINDA PUNJAB PIN 151001 | BATHINDA | BATHINDA | PUNJAB | 151001 | L5 | Rejected-Finance BIDDER NOT LOWEST |
| Sl No | Description | Qty | Unit | M/S PYARE LAL L4 | Pankaj Builders L3 | A P ENTERPRISES L8 | M/S MANI GARG CONTRACTOR L5 | M/S Dahiya Builders L7 | aggarwal contractors and engineers L9 | M/S Gopal Singh L6 | M/S Gulab Singh L1 | MILAP SINGH THAKUR L2 | BANSAL ENGINEERING L10 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation over areas, n exc 1.5 m deep and getting out in Hard/dense soil complete all as specified and directed. | 497.64 | Cum | 400 ₹1,99,056 | 300 ₹1,49,292 | 250 ₹1,24,410 Lowest | 600 ₹2,98,584 | 260 ₹1,29,386.4 | 300 ₹1,49,292 | 345 ₹1,71,685.8 | 300 ₹1,49,292 | 450 ₹2,23,938 | 370 ₹1,84,126.8 |
| 2.00 | Excavation over areas exc 1.5 m but n.exc 3.00 m deep and getting out in in Hard/dense soil complete all as specified and directed. | 122.85 | Cum | 350 ₹42,997.5 | 650 ₹79,852.5 | 300 ₹36,855 Lowest | 650 ₹79,852.5 | 350 ₹42,997.5 | 650 ₹79,852.5 | 395 ₹48,525.75 | 350 ₹42,997.5 | 550 ₹67,567.5 | 725 ₹89,066.25 |
| 3.00 | M&L for cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation, filling & mass concrete complete all as specified and directed. | 70.35 | Cum | 3,900 ₹2,74,365 Lowest | 5,000 ₹3,51,750 | 8,200 ₹5,76,870 | 9,000 ₹6,33,150 | 10,000 ₹7,03,500 | 7,500 ₹5,27,625 | 5,900 ₹4,15,065 | 4,500 ₹3,16,575 | 6,000 ₹4,22,100 | 8,000 ₹5,62,800 |
| 4.00 | M&L for RCC M-30 design mix as in fdn footing, foundation beams, plinth beams, bases of columns complete all as specified and directed. | 192.12 | Cum | 8,900 ₹17,09,868 | 10,000 ₹19,21,200 | 13,100 ₹25,16,772 | 9,500 ₹18,25,140 | 13,000 ₹24,97,560 | 12,999 ₹24,97,367.88 | 11,500 ₹22,09,380 | 6,800 ₹13,06,416 Lowest | 9,000 ₹17,29,080 | 14,000 ₹26,89,680 |
| 5.00 | M&L for RCC M-30 design mix as in walls, retaining walls, basement walls, ballast walls and the like of any thickness above top of footing including attached pilasters and buttresses and making necessary weep holes including PVC pipe complete all as specified and directed. | 164.08 | Cum | 11,499 ₹18,86,755.92 | 10,000 ₹16,40,800 | 13,100 ₹21,49,448 | 11,000 ₹18,04,880 | 12,500 ₹20,51,000 | 12,500 ₹20,51,000 | 12,000 ₹19,68,960 | 7,200 ₹11,81,376 Lowest | 9,500 ₹15,58,760 | 14,500 ₹23,79,160 |
| 6.00 | Use and waste of form work to sides of concrete foundation, footing, bases of columns, raft and raft beams, sides and soffits of foundation and plinth beams and similar work vertical or to batter, flat, rough finish surface of concrete complete all as specified and directed. | 118.52 | Sqm | 237 ₹28,089.24 Lowest | 350 ₹41,482 | 410 ₹48,593.2 | 500 ₹59,260 | 300 ₹35,556 | 299 ₹35,437.48 | 395 ₹46,815.4 | 250 ₹29,630 | 900 ₹1,06,668 | 425 ₹50,371 |
| 7.00 | Use and waste of form work to walls, retaining walls, basement walls, ballast walls and the like including attached pilasters and buttresses and similar work vertical or to batter, flat, fair finished surface of concrete complete all as specified and directed. | 698.6 | Sqm | 300 ₹2,09,580 | 250 ₹1,74,650 Lowest | 450 ₹3,14,370 | 800 ₹5,58,880 | 325 ₹2,27,045 | 299 ₹2,08,881.4 | 375 ₹2,61,975 | 300 ₹2,09,580 | 900 ₹6,28,740 | 450 ₹3,14,370 |
| 8.00 | S&F mild steel TMT bar 10 mm dia and over, as in reinforcement, cut to length, bent to shape etc, including binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed. | 18,245.44 | Kg | 130 ₹23,71,907.2 | 110 ₹20,06,998.4 | 115 ₹20,98,225.6 | 82 ₹14,96,126.08 | 95 ₹17,33,316.8 | 149 ₹27,18,570.56 | 95 ₹17,33,316.8 | 100 ₹18,24,544 | 65 ₹11,85,953.6 Lowest | 150 ₹27,36,816 |
| 9.00 | M & L for hand packing (any thickness) at back of walls with broken stone or bouders and raising (or lowering) to the required level complete all as specified and directed | 237.18 | Cum | 500 ₹1,18,590 Lowest | 1,500 ₹3,55,770 | 1,970 ₹4,67,244.6 | 750 ₹1,77,885 | 2,000 ₹4,74,360 | 1,199 ₹2,84,378.82 | 1,750 ₹4,15,065 | 1,000 ₹2,37,180 | 1,200 ₹2,84,616 | 1,500 ₹3,55,770 |
| 10.00 | S&F 110 mm bore PVC (SWR) pipes single socketed for weep holes, in any length with rubber ring joints complete all as specified and directed. | 133.95 | Rm | 300 ₹40,185 | 350 ₹46,882.5 | 495 ₹66,305.25 | 450 ₹60,277.5 | 450 ₹60,277.5 | 419 ₹56,125.05 | 275 ₹36,836.25 Lowest | 300 ₹40,185 | 350 ₹46,882.5 | 425 ₹56,928.75 |
Tender Value
₹89.6 L
EMD Value
₹1.6 L
Closing Date
6 Jun 2026, 6:00 pmClosed
GE 863 EWS
GE 863 EWS, c/o 56 APO
CONSTRUCTION OF RETAINING WALL NEAR AVIATION HANGER OF HQ 136(I) INF BDE GROUP POOH UNDER PARA 35
2026_MES_767958_1
GE/863/EWS-T-40 OF 2026-27 CONSTRUCTION OF RETAINING WALL NEAR AVIATION HANGER OF HQ
Open Tender
Civil Works
Item Rate
120 days
Pooh
CONSTRUCTION OF RETAINING WALL NEAR AVIATION
HANGER OF HQ 136(I) INF BDE GROUP POOH UNDER
PARA 35
8 documents required · 8 mandatory
₹500
GE 863 EWS
₹1.6 L
Yes
7 Jul 2026
26 May 2026
8 Jun 2026
26 May 2026
6 Jun 2026
1 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation over areas, n exc 1.5 m deep and getting out in Hard/dense soil complete all as specified and directed. | 497.64 | Cum | - | - |
| 2 | Excavation over areas exc 1.5 m but n.exc 3.00 m deep and getting out in in Hard/dense soil complete all as specified and directed. | 122.85 | Cum | - | - |
| 3 | M&L for cement concrete 1:4:8 type D2 (using 40 mm graded stone aggregate) as in foundation, filling & mass concrete complete all as specified and directed. | 70.35 | Cum | - | - |
| 4 | M&L for RCC M-30 design mix as in fdn footing, foundation beams, plinth beams, bases of columns complete all as specified and directed. | 192.12 | Cum | - | - |
| 5 | M&L for RCC M-30 design mix as in walls, retaining walls, basement walls, ballast walls and the like of any thickness above top of footing including attached pilasters and buttresses and making necessary weep holes including PVC pipe complete all as specified and directed. | 164.08 | Cum | - | - |
| 6 | Use and waste of form work to sides of concrete foundation, footing, bases of columns, raft and raft beams, sides and soffits of foundation and plinth beams and similar work vertical or to batter, flat, rough finish surface of concrete complete all as specified and directed. | 118.52 | Sqm | - | - |
| 7 | Use and waste of form work to walls, retaining walls, basement walls, ballast walls and the like including attached pilasters and buttresses and similar work vertical or to batter, flat, fair finished surface of concrete complete all as specified and directed. | 698.6 | Sqm | - | - |
| 8 | S&F mild steel TMT bar 10 mm dia and over, as in reinforcement, cut to length, bent to shape etc, including binding with and including mild steel wire (annealed) not less than 0.9 mm dia complete all as specified and directed. | 18,245.44 | Kg | - | - |
| 9 | M & L for hand packing (any thickness) at back of walls with broken stone or bouders and raising (or lowering) to the required level complete all as specified and directed | 237.18 | Cum | - | - |
| 10 | S&F 110 mm bore PVC (SWR) pipes single socketed for weep holes, in any length with rubber ring joints complete all as specified and directed. | 133.95 | Rm | - | - |
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