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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.1 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹36.4 L+₹85,649.95 (2.41%)Rejected-Finance | L2 | Rejected-Finance Rejected being | |
| 3 | L3₹36.6 L+₹1.1 L (3.13%)Rejected-Finance H NO 266 V P O PILKHANI DISTT AMBALA 133104 | AMBALA | HARYANA | 133104 | L3 | Rejected-Finance Rejected being | |
| 4 | L4₹36.9 L+₹1.4 L (3.98%)Rejected-Finance | L4 | Rejected-Finance Rejected being | |
| 5 | L5₹36.9 L+₹1.5 L (4.09%)Rejected-Finance | L5 | Rejected-Finance Rejected being |
| Sl No | Description | Qty | Unit | M/s Vridhi Construction Co. L5 | A N BUILDERS L6 | bhagwandasswazirchand L4 | Durga Enterprises L8 | Ashwani Kumar L9 | Parveen Kumar L7 | M/S Gurpreet Singh L3 | SONDHI CONSTRUCTION L1 | M/s Gautam Electro Engineers L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Demolition of cement concrete (unreinforced) in ground floors and pavings not exceeding 15 cm thickness (below or above ground level) including removal the rubbish/ demolished material outside defence land, complete, all as specified and directed by the Engineer-in-Charge. | 305.7 | Cubic metre | 35 ₹10,699.5 | 50 ₹15,285 | 30 ₹9,171 | 100 ₹30,570 | 125 ₹38,212.5 | 43 ₹13,145.1 | 100 ₹30,570 | 40 ₹12,228 | 10 ₹3,057 Lowest |
| 2.00 | Material and labour for vibratory rubber moulded coloured precast concrete interlocking paver block, any shape and size conforming to IS 15658-2006, ISI marked of 60 mm thickness, grade M-35 with grey cement and pigments over and including a layer of sand cushioning, 25 mm thick complete all as specified and as directed by the Engineer-in-Charge. | 1,320 | Square metre | 490 ₹6,46,800 | 530 ₹6,99,600 | 480 ₹6,33,600 | 550 ₹7,26,000 | 525 ₹6,93,000 | 507 ₹6,69,240 | 400 ₹5,28,000 Lowest | 450 ₹5,94,000 | 535 ₹7,06,200 |
| 3.00 | Material and labour for vibratory rubber moulded precast coloured concrete interlocking paver block, any shape and size conforming to IS 15658-2006, ISI marked of 80 mm thickness, grade M-40 with grey cement and pigments over and including a layer of sand cushioning, 25 mm thick complete all as specified and as directed by the Engineer-in-Charge. | 1,450 | Square metre | 545 ₹7,90,250 | 580 ₹8,41,000 | 520 ₹7,54,000 | 660 ₹9,57,000 | 765 ₹11,09,250 | 587 ₹8,51,150 | 435 ₹6,30,750 Lowest | 520 ₹7,54,000 | 550 ₹7,97,500 |
| 4.00 | M&L broken stone hardcore of gauge not exc. 63mm, deposited , spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface complete all as specified and as directed by the Engineer-in-Charge. | 108.75 | Cubic metre | 390 ₹42,412.5 | 700 ₹76,125 | 650 ₹70,687.5 | 950 ₹1,03,312.5 | 1,650 ₹1,79,437.5 | 470 ₹51,112.5 | 1,000 ₹1,08,750 | 650 ₹70,687.5 | 300 ₹32,625 Lowest |
| 5.00 | Supply laying and fixing at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage, complete, all as specified and as directed by the Engineer-in-Charge. | 25 | Cubic metre | 4,990 ₹1,24,750 | 5,000 ₹1,25,000 | 5,000 ₹1,25,000 | 4,600 ₹1,15,000 Lowest | 5,600 ₹1,40,000 | 5,700 ₹1,42,500 | 5,000 ₹1,25,000 | 5,000 ₹1,25,000 | 4,750 ₹1,18,750 |
| 6.00 | Material and labour for providing PCC (1:4:8) Type D2 using 40mm graded crushed stone aggregate as in foundations, filling and mass concrete, complete, all as specified and as directed by the Engineer-in-Charge. | 305.7 | Cubic metre | 790 ₹2,41,503 | 900 ₹2,75,130 | 750 ₹2,29,275 | 1,100 ₹3,36,270 | 1,950 ₹5,96,115 | 908 ₹2,77,575.6 | 1,700 ₹5,19,690 | 850 ₹2,59,845 | 725 ₹2,21,632.5 Lowest |
| 7.00 | Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth for foundation etc or for shafts, wells, manholes etc. not exc 10 sqm on plan and not exc 1.5 m in depth and getting out in soft/ loose soil, complete, all as specified and as directed by the Engineer-in-Charge. | 16 | Cubic metre | 45 ₹720 | 150 ₹2,400 | 40 ₹640 | 150 ₹2,400 | 85 ₹1,360 | 34 ₹544 | 1,500 ₹24,000 | 100 ₹1,600 | 30 ₹480 Lowest |
| 8.00 | Returning, filling in, including spreading, levelling ,watering and well ramming in layers not exceeding 25cm thick each layer, complete, all as specified and as directed by the Engineer-in-Charge. | 7 | Cubic metre | 16 ₹112 | 50 ₹350 | 20 ₹140 | 45 ₹315 | 25 ₹175 | 34 ₹238 | 100 ₹700 | 100 ₹700 | 11 ₹77 Lowest |
| 9.00 | Removing surplus excavated material to a distance not exc. 50m and depositing where directed complete all as specified and as directed by the Engineer-in-Charge. | 9 | Cubic metre | 25 ₹225 | 50 ₹450 | 20 ₹180 | 45 ₹405 | 65 ₹585 | 34 ₹306 | 100 ₹900 | 100 ₹900 | 11 ₹99 Lowest |
| 10.00 | Material and labour for PCC 1:3:6 using 20 mm gaded crushed stone aggregate as in coping, benching /paving complete all as specified and as directed by the Engr-in-Charge. | 6.5 | Cubic metre | 3,990 ₹25,935 | 2,500 ₹16,250 Lowest | 2,500 ₹16,250 Lowest | 3,200 ₹20,800 | 3,250 ₹21,125 | 3,004 ₹19,526 | 4,000 ₹26,000 | 2,500 ₹16,250 Lowest | 2,580 ₹16,770 |
Tender Value
₹48 L
EMD Value
₹96,000
Closing Date
12 Jul 2025, 6:00 pmClosed
GE(N) AMBALA CANTT
GE(N) AMBALA CANTT
CA NO GE(N)AMB-14/2025-26 REPAIR TO FENCING, COMPOUND WALL, HARD STANDING, DRAIN AND OTHER ALLIED WORKS IN OTM ACCN AREA IV, V AND VI OF AGE B/R-II UNDER GE (NORTH) AMBALA CANTT
2025_MES_714333_1
GE(N)/AMB-14/2025-26
Open Tender
Civil Works
Item Rate
270 days
GE(N) AMBALA CANTT
As per tender document
9 documents required · 9 mandatory
₹500
GE (N) AMBALA CANTT
₹96,000
Yes
12 Aug 2025
13 Jun 2025
14 Jul 2025
13 Jun 2025
12 Jul 2025
27 Jun 2025
13 Jun 2025 - 27 Jun 2025
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