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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.4 LAccepted-AOC | ₹25.4 L Quoted ₹25.8 L | L1 | Accepted-AOC AOC |
| 2 | L2₹27.7 L+₹1.9 L (7.53%)Rejected-Finance | ₹27.7 L+₹1.9 L (7.53%) | L2 | Rejected-Finance Rejected being |
| 3 | L3₹29.0 L+₹3.2 L (12.4%)Rejected-Finance | ₹29.0 L+₹3.2 L (12.4%) | L3 | Rejected-Finance Rejected being |
| 4 | L4₹29.5 L+₹3.7 L (14.4%)Rejected-Finance | ₹29.5 L+₹3.7 L (14.4%) | L4 | Rejected-Finance Rejected being |
| 5 | L5₹30.8 L+₹5.0 L (19.4%)Rejected-Finance | ₹30.8 L+₹5.0 L (19.4%) | L5 | Rejected-Finance Rejected being |
| Sl No | Description | Qty | Unit | SOOD ENTERPRISES L9 | Swami Enterprises L3 | M/S SHASTRI BUILDERS AND ENGINEERS L7 | bhagwandasswazirchand L1 | M/s Vridhi Construction Co. L2 | Durga Enterprises L6 | ssbuildersandengineers L4 | SONDHI CONSTRUCTION L8 | M/s Gautam Electro Engineers L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 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 . | 198.75 | Cubic metre | 100 ₹19,875 | 51 ₹10,136.25 | 100 ₹19,875 | 45 ₹8,943.75 Lowest | 49.9 ₹9,917.63 | 150 ₹29,812.5 | 70 ₹13,912.5 | 100 ₹19,875 | 180 ₹35,775 |
| 2.00 | Material and labour machine pressed rubber moulded coloured precast concrete interlocking paver block, any shape and size conforming to IS 15658–2006 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. | 1,100 | Square metre | 650 ₹7,15,000 | 590 ₹6,49,000 | 590 ₹6,49,000 | 500 ₹5,50,000 Lowest | 639 ₹7,02,900 | 595 ₹6,54,500 | 547 ₹6,01,700 | 650 ₹7,15,000 | 570 ₹6,27,000 |
| 3.00 | Material and labour machine pressed rubber moulded precast coloured concrete interlocking paver block, any shape and size conforming to IS 15658–2006 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. | 800 | Square metre | 760 ₹6,08,000 | 651 ₹5,20,800 | 700 ₹5,60,000 | 570 ₹4,56,000 Lowest | 689 ₹5,51,200 | 695 ₹5,56,000 | 637 ₹5,09,600 | 750 ₹6,00,000 | 640 ₹5,12,000 |
| 4.00 | Material and labour 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. | 80 | Cubic metre | 1,900 ₹1,52,000 | 611 ₹48,880 | 1,000 ₹80,000 | 675 ₹54,000 | 611 ₹48,880 | 1,200 ₹96,000 | 502 ₹40,160 | 900 ₹72,000 | 450 ₹36,000 Lowest |
| 5.00 | Supply and laying 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. | 24 | Cubic metre | 7,000 ₹1,68,000 | 5,500 ₹1,32,000 | 5,000 ₹1,20,000 | 5,250 ₹1,26,000 | 5,990 ₹1,43,760 | 5,100 ₹1,22,400 | 7,700 ₹1,84,800 | 7,500 ₹1,80,000 | 4,500 ₹1,08,000 Lowest |
| 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. | 198.75 | Cubic metre | 2,000 ₹3,97,500 | 1,100 ₹2,18,625 | 1,800 ₹3,57,750 | 950 ₹1,88,812.5 | 891 ₹1,77,086.25 Lowest | 1,200 ₹2,38,500 | 1,700 ₹3,37,875 | 1,600 ₹3,18,000 | 2,225 ₹4,42,218.75 |
| 7.00 | Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for foundation etc or for shafts, wells, manholes etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed . | 16 | Cubic metre | 90 ₹1,440 | 151 ₹2,416 | 150 ₹2,400 | 50 ₹800 Lowest | 120 ₹1,920 | 150 ₹2,400 | 70 ₹1,120 | 100 ₹1,600 | 100 ₹1,600 |
| 8.00 | Removing surplus excavated material to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point, complete all as specified and as directed . | 7 | Cubic metre | 500 ₹3,500 | 76 ₹532 | 200 ₹1,400 | 30 ₹210 Lowest | 30 ₹210 Lowest | 45 ₹315 | 70 ₹490 | 500 ₹3,500 | 100 ₹700 |
| 9.00 | Returning, filling in, including spreading, levlling ,watering and well ramming in layers not exceeding 25 mm thick each layer, complete all as specified and as directed . | 9 | Cubic metre | 300 ₹2,700 | 76 ₹684 | 100 ₹900 | 30 ₹270 | 20 ₹180 Lowest | 45 ₹405 | 70 ₹630 | 100 ₹900 | 150 ₹1,350 |
| 10.00 | Material and labour for plain cement concrete 1:3:6, type C-1 (using 20mm graded mechanically crushed stone aggregate), as in coping and bed block etc complete, all as specified and as directed by the Engineer-in-Charge | 21 | Cubic metre | 2,700 ₹56,700 | 3,500 ₹73,500 | 3,000 ₹63,000 | 2,600 ₹54,600 | 2,990 ₹62,790 | 4,000 ₹84,000 | 3,400 ₹71,400 | 4,000 ₹84,000 | 2,500 ₹52,500 Lowest |
Tender Value
₹47 L
EMD Value
₹94,000
Closing Date
25 Jul 2026, 6:00 pmClosed
GE (N) AMBALA CANTT
GE (N) AMBALA CANTT
CA NO GE(N)AMB-35/2026-27 REPAIR TO FENCING, COMPOUND WALL, HARD STANDING, DRAIN AND OTHER ALLIED WORK IN OTM ACCN -I,II AND III OF AGE BR-II UNDER GE (NORTH) AMBALA CANTT
2026_MES_774674_1
GE(N)/AMB-35/2026-27
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
₹94,000
Yes
27 Aug 2026
25 Jun 2026
27 Jul 2026
25 Jun 2026
25 Jul 2026
11 Jul 2026
25 Jun 2026 - 11 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 . | 198.75 | Cubic metre | - | - |
| 2 | Material and labour machine pressed rubber moulded coloured precast concrete interlocking paver block, any shape and size conforming to IS 15658–2006 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. | 1,100 | Square metre | - | - |
| 3 | Material and labour machine pressed rubber moulded precast coloured concrete interlocking paver block, any shape and size conforming to IS 15658–2006 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. | 800 | Square metre | - | - |
| 4 | Material and labour 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. | 80 | Cubic metre | - | - |
| 5 | Supply and laying 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. | 24 | Cubic metre | - | - |
| 6 | 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. | 198.75 | Cubic metre | - | - |
| 7 | Excavation in trenches, n exc 1.5 m wide and n exc 1.5 m in depth for foundation etc or for shafts, wells, manholes etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed . | 16 | Cubic metre | - | - |
| 8 | Removing surplus excavated material to a distance n.exc 50m and depositing where directed at a level n.exc 1.5m above the starting point, complete all as specified and as directed . | 7 | Cubic metre | - | - |
| 9 | Returning, filling in, including spreading, levlling ,watering and well ramming in layers not exceeding 25 mm thick each layer, complete all as specified and as directed . | 9 | Cubic metre | - | - |
| 10 | Material and labour for plain cement concrete 1:3:6, type C-1 (using 20mm graded mechanically crushed stone aggregate), as in surface channels and drains complete, all as specified and as directed by the Engineer-in-Charge | 21 | Cubic metre | - | - |
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