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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹11.3 L+₹1.3 L (12.6%)Rejected-Finance H NO 266 V P O PILKHANI DISTT AMBALA 133104 | AMBALA | HARYANA | 133104 | L2 | Rejected-Finance Rejected being | |
| 3 | L3₹11.5 L+₹1.5 L (14.7%)Rejected-Finance | L3 | Rejected-Finance Rejected being | |
| 4 | L4₹11.7 L+₹1.6 L (16.3%)Rejected-Finance CHAMAVILA CHEELI CHITTADI POST PALAKKAD DIST KERALA 678706 | PALAKKAD | KERALA | 678706 | L4 | Rejected-Finance Rejected being | |
| 5 | L5₹13.8 L+₹3.7 L (37.1%)Rejected-Finance SHOP NO 5 OPP SHANI MANDIR PROFESSOR COLONY DISTT YAMUNA NAGAR HARYANA 135001 | YAMUNANAGAR | HARYANA | 135001 | L5 | Rejected-Finance Rejected being |
| Sl No | Description | Qty | Unit | Jai Bala Ji L3 | Swami Enterprises L6 | Ashwani Kumar L10 | M/s Anil Kumar L9 | JS CONSTRUCTION COMPANY L5 | M/S Gurpreet Singh L2 | M/s Gautam Electro Engineers L8 | JK CONSTRUCTION L4 | m/s yogesh kumr ontractor L11 | SONDHI CONSTRUCTION L1 | Peerzada And Sons L7 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Schedule 'A' Part-I (B/R itmes)
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. | 18.75 | Cubic metre | 35 ₹656.25 Lowest | 100 ₹1,875 | 225 ₹4,218.75 | 100 ₹1,875 | 100 ₹1,875 | 50 ₹937.5 | 150 ₹2,812.5 | 200 ₹3,750 | 200 ₹3,750 | 200 ₹3,750 | 110 ₹2,062.5 |
| 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. | 100 | Square metre | 460 ₹46,000 Lowest | 600 ₹60,000 | 502 ₹50,200 | 600 ₹60,000 | 550 ₹55,000 | 495 ₹49,500 | 610 ₹61,000 | 600 ₹60,000 | 650 ₹65,000 | 480 ₹48,000 | 655 ₹65,500 |
| 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. | 150 | Square metre | 560 ₹84,000 Lowest | 651 ₹97,650 | 802 ₹1,20,300 | 750 ₹1,12,500 | 600 ₹90,000 | 575 ₹86,250 | 650 ₹97,500 | 700 ₹1,05,000 | 700 ₹1,05,000 | 560 ₹84,000 Lowest | 700 ₹1,05,000 |
| 4.00 | Material and labour broken stone hardcore of gauge not exc. 63mm, deposited , spread and levelled in layers n exc 15cm thick each layer, watered and rammed to a true surface, complete all as specified and as directed by the Engineer-in-Charge. | 11.25 | Cubic metre | 810 ₹9,112.5 | 500 ₹5,625 | 1,850 ₹20,812.5 | 1,000 ₹11,250 | 1,200 ₹13,500 | 1,800 ₹20,250 | 185 ₹2,081.25 Lowest | 450 ₹5,062.5 | 1,000 ₹11,250 | 450 ₹5,062.5 | 1,212 ₹13,635 |
| 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. | 5 | Cubic metre | 5,700 ₹28,500 | 5,500 ₹27,500 | 5,860 ₹29,300 | 6,000 ₹30,000 | 7,000 ₹35,000 | 8,000 ₹40,000 | 275 ₹1,375 Lowest | 5,000 ₹25,000 | 5,500 ₹27,500 | 4,800 ₹24,000 | 12,500 ₹62,500 |
| 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. | 18.75 | Cubic metre | 1,250 ₹23,437.5 | 1,400 ₹26,250 | 2,050 ₹38,437.5 | 2,500 ₹46,875 | 3,000 ₹56,250 | 1,600 ₹30,000 | 651 ₹12,206.25 | 500 ₹9,375 Lowest | 4,000 ₹75,000 | 500 ₹9,375 Lowest | 980 ₹18,375 |
| 7.00 | Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth for foundation or laying cable, pipe, 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. | 14 | Cubic metre | 50 ₹700 Lowest | 150 ₹2,100 | 90 ₹1,260 | 200 ₹2,800 | 100 ₹1,400 | 100 ₹1,400 | 150 ₹2,100 | 100 ₹1,400 | 350 ₹4,900 | 250 ₹3,500 | 655 ₹9,170 |
| 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. | 9 | Cubic metre | 40 ₹360 | 51 ₹459 | 25 ₹225 | 50 ₹450 | 20 ₹180 Lowest | 100 ₹900 | 250 ₹2,250 | 100 ₹900 | 750 ₹6,750 | 100 ₹900 | 225 ₹2,025 |
| 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. | 5 | Cubic metre | 30 ₹150 | 51 ₹255 | 85 ₹425 | 50 ₹250 | 20 ₹100 Lowest | 100 ₹500 | 500 ₹2,500 | 100 ₹500 | 500 ₹2,500 | 200 ₹1,000 | 325 ₹1,625 |
| 10.00 | Material and labour for PCC (1:3:6), type C-1, using 20 mm gaded crushed stone aggregate as in coping, benching /paving etc., complete all as specified and as directed by the Engr-in-Charge. | 2 | Cubic metre | 1,800 ₹3,600 Lowest | 2,500 ₹5,000 | 3,980 ₹7,960 | 3,000 ₹6,000 | 3,000 ₹6,000 | 3,000 ₹6,000 | 2,550 ₹5,100 | 2,600 ₹5,200 | 4,500 ₹9,000 | 2,600 ₹5,200 | 4,242 ₹8,484 |
Tender Value
₹13.8 L
EMD Value
₹27,520
Closing Date
3 Mar 2026, 6:00 pmClosed
GE(N) AMBALA CANTT
GE(N) AMBALA CANTT
CA NO GE(N)AMB-92/2025-26 SPL REPAIR OF FENCING OF LIVING IN COMPLEX TAC, AF AGE B/R-II UNDER GE (NORTH) AMBALA CANTT
2026_MES_752078_1
GE(N)/AMB-92/2025-26
Open Tender
Civil Works
Item Rate
180 days
GE(N) AMBALA CANTT
As per tender document
9 documents required · 9 mandatory
₹500
GE (N) AMBALA CANTT
₹27,520
Yes
7 May 2026
10 Feb 2026
5 Mar 2026
10 Feb 2026
3 Mar 2026
24 Feb 2026
10 Feb 2026 - 24 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Schedule 'A' Part-I (B/R itmes)
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. | 18.75 | Cubic metre | - | - |
| 2 | 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. | 100 | Square metre | - | - |
| 3 | 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. | 150 | Square metre | - | - |
| 4 | Material and labour broken stone hardcore of gauge not exc. 63mm, deposited , spread and levelled in layers n exc 15cm thick each layer, watered and rammed to a true surface, complete all as specified and as directed by the Engineer-in-Charge. | 11.25 | Cubic metre | - | - |
| 5 | 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. | 5 | 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 by the Engineer-in-Charge. | 18.75 | Cubic metre | - | - |
| 7 | Excavation in trenches, not exc 1.5 m wide and not exc 1.5 m in depth for foundation or laying cable, pipe, 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. | 14 | Cubic metre | - | - |
| 8 | 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. | 9 | Cubic metre | - | - |
| 9 | 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. | 5 | Cubic metre | - | - |
| 10 | Material and labour for PCC (1:3:6), type C-1, using 20 mm gaded crushed stone aggregate as in coping, benching /paving etc., complete all as specified and as directed by the Engr-in-Charge. | 2 | Cubic metre | - | - |
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