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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAccepted-Finance GIJROLI DY LIKELY RELATED TO THE WORK LOCATION MENTIONED SPECIFIC ADDRESS NOT PROVIDED FOR THE CONTRACTOR | DAMAN | THE DADRA AND NAGAR HAVELI AND DAMAN AND DIU | 396210 | ₹1.6 Cr | L1 | Accepted-Finance FIRST LOWEST |
| 2 | L2₹1.6 Cr+₹1.0 L (0.64%)Rejected-Finance | ₹1.6 Cr+₹1.0 L (0.64%) | L2 | Rejected-Finance SECOND LOWEST |
| 3 | L3₹1.7 Cr+₹5.1 L (3.14%)Rejected-Finance | ₹1.7 Cr+₹5.1 L (3.14%) | L3 | Rejected-Finance THIRD LOWEST |
| 4 | L4₹1.7 Cr+₹9.8 L (6.05%)Rejected-Finance 1 234 8 | ALIGARH | UTTAR PRADESH | 202001 | ₹1.7 Cr+₹9.8 L (6.05%) | L4 | Rejected-Finance FOURTH LOWEST |
| 5 | L5₹1.7 Cr+₹11.4 L (7.02%)Rejected-Finance | ₹1.7 Cr+₹11.4 L (7.02%) | L5 | Rejected-Finance FIFTH LOWEST |
| Sl No | Description | Qty | Unit | MUKESH KUMAR SHARMA L2 | M/S J.V. CONSTRUCTION L3 | MEGHENDRA PAL SINGH CONTRECTOR L1 | BHAMAR SINGH L6 | M/S Harish Kumar Contractor L4 | Arvind Kumar L5 | DEV CONSTRUCTION L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earthwork in Cutting or embankment of banks with lead upto 1.0KM and lift upto 1.50 M.with ramming and dressing including all cost of material and labour,T&P etc complete of work.as per directed by engineer in charge. | 46,415.45 | cum | 30 ₹13,92,463.5 | 43 ₹19,95,864.35 | 20 ₹9,28,309 Lowest | 40 ₹18,56,618 | 54.8 ₹25,43,529.53 | 50 ₹23,20,772.5 | 100 ₹46,41,545 |
| 2.00 | Earth work in Dowla making and filling in ordinary soil excavation /filling to be in form of standard profile to be in 20 cm layers including ramming dressing the surface to the required levels and slops and also including 1.5 mtr lift and upto 200mtr lead incluiding borrowed earth from private land as directed by Engineer In Chrage. | 10,625 | cum | 50 ₹5,31,250 | 43 ₹4,56,875 | 35 ₹3,71,875 Lowest | 40 ₹4,25,000 | 65.45 ₹6,95,455.12 | 90 ₹9,56,250 | 100 ₹10,62,500 |
| 3.00 | Brick soling with straight overburnt bricks laid on Edge icluiding preparation of subgrade to required camber and including supply of bricks filling joints with local earth spreading a blind coat if 1 cm depth of local earth PI 5 to 7 or sand over the entire surface and icluiding labour t&P etc required for proper completion of work. | 31,875 | Sqm | 435 ₹1,38,65,625 | 445 ₹1,41,84,375 | 450 ₹1,43,43,750 | 468 ₹1,49,17,500 | 421 ₹1,34,19,375 | 425 ₹1,35,46,875 | 400 ₹1,27,50,000 Lowest |
| 4.00 | Bricks edgeing on both side of the road of M150 bricks 8cm wide and 12cm deep laid with mud mortar including all labour and supply of bricks finished to the required templete & ramming the excavated earth as directed by engineer in charge | 8.5 | Km | 60,000 ₹5,10,000 | 8,000 ₹68,000 Lowest | 65,000 ₹5,52,500 | 80,000 ₹6,80,000 | 60,900 ₹5,17,650 | 60,000 ₹5,10,000 | 60,000 ₹5,10,000 |
Tender Value
₹2.2 Cr
EMD Value
₹4.4 L
Closing Date
29 Jun 2026, 3:00 pmClosed
SE IWC MATHURA
SE IWC CIVIL LINE MATHURA
Construction of brick-on-edge/Kharanja work on the middle berm from km 31.200 to km 39.700 of Hathras Branch and Parallel Hathras Branch.
2026_UPIDC_1158523_12
03/SE/2026-27
Open Tender
Civil Works
Item Wise
180 days
HATHRAS
Please refer Tender documents.
2 documents required · 2 mandatory
₹3,127
₹4.4 L
8 Jul 2026
24 Jun 2026
29 Jun 2026
24 Jun 2026
29 Jun 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earthwork in Cutting or embankment of banks with lead upto 1.0KM and lift upto 1.50 M.with ramming and dressing including all cost of material and labour,T&P etc complete of work.as per directed by engineer in charge. | 1 | cum | - | - |
| 2 | Earth work in Dowla making and filling in ordinary soil excavation /filling to be in form of standard profile to be in 20 cm layers including ramming dressing the surface to the required levels and slops and also including 1.5 mtr lift and upto 200mtr lead incluiding borrowed earth from private land as directed by Engineer In Chrage. | - | cum | - | - |
| 3 | Brick soling with straight overburnt bricks laid on Edge icluiding preparation of subgrade to required camber and including supply of bricks filling joints with local earth spreading a blind coat if 1 cm depth of local earth PI 5 to 7 or sand over the entire surface and icluiding labour t&P etc required for proper completion of work. | - | Sqm | - | - |
| 4 | Bricks edgeing on both side of the road of M150 bricks 8cm wide and 12cm deep laid with mud mortar including all labour and supply of bricks finished to the required templete & ramming the excavated earth as directed by engineer in charge | - | Km | - | - |
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