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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.1 CrAccepted-AOC | ₹6.1 Cr | L1 | Accepted-AOC L1 Lowest bidder |
| 2 | L2₹6.5 Cr+₹39.0 L (6.38%)Rejected-AOC | ₹6.5 Cr+₹39.0 L (6.38%) | L2 | Rejected-AOC L2 |
| 3 | L3₹6.6 Cr+₹45.1 L (7.38%)Rejected-AOC | ₹6.6 Cr+₹45.1 L (7.38%) | L3 | Rejected-AOC L3 |
| 4 | L4₹7.0 Cr+₹88.4 L (14.5%)Rejected-AOC | ₹7.0 Cr+₹88.4 L (14.5%) | L4 | Rejected-AOC L4 |
| 5 | L5₹7.0 Cr+₹93.8 L (15.4%)Rejected-AOC | ₹7.0 Cr+₹93.8 L (15.4%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | M/S B. ENTERPRISES L3 | SUBHASH CHANDRA CONTRACTOR L1 | SAKSHAM BUILDERS L5 | M/S 993 INFRASTRUCTURE L2 | M/S DEEPENDRA PAL THEKEDAR L4 |
|---|---|---|---|---|---|---|---|---|
| 1.01 | Boring with hydraulic piling rigs with power units. providing and installing cast in situ single under reamed piles(300mm dia ) of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia piles | 1,953 | RM | 1,185 ₹23,14,305 Lowest | 1,745.99 ₹34,09,908.12 | 1,550 ₹30,27,150 | 1,400 ₹27,34,200 | 1,400 ₹27,34,200 |
| 1.02 | Making Bulb of dia. 750 mm. in under reamed piles, Constructing With M-25 Grade. | 501 | Each | 1,485 ₹7,43,985 | 1,304.18 ₹6,53,392.65 | 1,200 ₹6,01,200 | 250 ₹1,25,250 Lowest | 1,500 ₹7,51,500 |
| 1.03Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne Safe capacity. | ||||||||
| 1.03 | Initial test (Test Load 2.5 times the Safe capacity) | 8 | Each | 31,850 ₹2,54,800 | 31,405.28 ₹2,51,242.27 | 3,810 ₹30,480 Lowest | 42,650 ₹3,41,200 | 32,000 ₹2,56,000 |
| 1.03 | Routine test (Test Load 1.5 times the Safe capacity) | 9 | Each | 11,000 ₹99,000 | 11,256.96 ₹1,01,312.61 | 1,368 ₹12,312 Lowest | 15,287 ₹1,37,583 | 11,000 ₹99,000 |
| 2.00 | Excavation in foundation in ordinary soil (Loam clay or sand) including lift upto 1.5 m and lead upto 30.0 m & including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the E-I-C upto a distance of 30.0m from the foundation trenches. | 905.33 | Cum | 98 ₹88,722.34 Lowest | 146.83 ₹1,32,929.65 | 178 ₹1,61,148.74 | 108 ₹97,775.64 | 98 ₹88,722.34 Lowest |
| 3.00 | Excavating, supplying, stacking and filling of local earth by mechanical transport upto a lead of 3km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift. | 560.21 | Cum | 290 ₹1,62,460.9 | 262.7 ₹1,47,165.21 Lowest | 400 ₹2,24,084 | 350 ₹1,96,073.5 | 290 ₹1,62,460.9 |
| 4.00 | Local Sand filling in plinth including supply of necessary quantity of sand from a local quarry. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. | 181.1 | Cum | 980 ₹1,77,478 Lowest | 1,167.81 ₹2,11,489.55 | 1,400 ₹2,53,540 | 1,100 ₹1,99,210 | 980 ₹1,77,478 Lowest |
| 5.00 | Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T&P etc, required for proper completion of the work and curing complete As per direction of E/C. | 270.22 | Cum | 5,100 ₹13,78,122 | 4,398.36 ₹11,88,523.4 | 5,200 ₹14,05,144 | 4,060 ₹10,97,093.2 Lowest | 5,100 ₹13,78,122 |
| 6.00 | Treatement of soil under existing floors using chemical emulsion @ one litre per hole , 300 mm apart including drilling 12mm diameter holes and plugging with cement mortar 1:2 (1cement : 2 coarse sand ) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 1,656.49 | Sqm | 138 ₹2,28,595.62 | 122.25 ₹2,02,503.54 Lowest | 148 ₹2,45,160.52 | 155 ₹2,56,755.95 | 140 ₹2,31,908.6 |
Tender Value
₹7.4 Cr
EMD Value
₹15 L
Closing Date
5 Aug 2025, 2:00 pmClosed
SE KBLCCC Mahoba
Office of Superintending Engineer, Ken-Betwa Link Canal Construction Circle Mahoba, Sinchai Parisar Bajariya Mahoba
Construction of Office and Residential Buildings of Ken-Betwa Link Canal Construction Division-1 Banda under Ken Betwa Link Project
2025_UPIDC_1060101_1
01/SE/2025-26
Open Tender
Civil Works
Item Rate
270 days
Banda
Please Refer Tender Documents.
2 documents required · 2 mandatory
₹7,354
₹15 L
28 Oct 2025
28 Jul 2025
5 Aug 2025
28 Jul 2025
5 Aug 2025
28 Jul 2025
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