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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.9 LAccepted-Finance | L1 | Accepted-Finance FIRST LOWEST | |
| 2 | L2₹59.1 L+₹6.2 L (11.8%)Rejected-Finance A 23 GUKUL DHAM VERAJ ROAD AURANGABAD KHADAR MATHURA | MATHURA | MATHURA | UTTAR PRADESH | L2 | Rejected-Finance SECOND LOWEST | |
| 3 | L3₹62.8 L+₹9.9 L (18.7%)Rejected-Finance A 4 GALI NO 1 ANANDPURI MATHURA | MATHURA | MATHURA | UTTAR PRADESH | L3 | Rejected-Finance THIRD LOWEST | |
| 4 | L4₹63.6 L+₹10.7 L (20.3%)Rejected-Finance | L4 | Rejected-Finance FOURTH LOWEST |
| Sl No | Description | Qty | Unit | M/S PRADEEP ASSOCIATES L3 | Rakesh Verma L2 | M/S SHAMBHVI MAHAKAL CONSTRUCTION L4 | M/S SRASHTI INFRASTRUCTURE L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | E/W in filling in making bunds and diversion with manual compaction and proper dressing i/c lead upto 200 M and lift upto 1.50 M with all cost of labour and T&P etc complete | 3,990 | Cum | 80 ₹3,19,200 | 125.52 ₹5,00,824.8 | 70 ₹2,79,300 | 20 ₹79,800 Lowest |
| 2.00 | Earth work in foundation in dry ordinary soil including lift upto 1.50 M & lead upto 30 M and including back filling.watering, ramming of excavated earth into the trenches or into the space between the structure and sides of foundation trenches or into the plinth with removal and disposal or surplus earth as directed by Engineer-in-charge upto a distance 30 M from the foundation trenches | 554 | Cum | 80 ₹44,320 | 78.45 ₹43,461.3 | 70 ₹38,780 | 50 ₹27,700 Lowest |
| 3.00 | Supplying and filling in plinth with local sand under floors, including watering, ramming, consolidating and dressing complete. | 30 | Sqm | 1,400 ₹42,000 | 1,377.15 ₹41,314.5 | 200 ₹6,000 Lowest | 500 ₹15,000 |
| 4.00 | Laying P.C.C. M-15 (1:2:4) in foundation using stone grit 20-40 mm size, coarse sand and cement with mannual compaction i/c all cost of material, labour, T&P etc complete | 150 | cum | 4,950 ₹7,42,500 | 4,498.39 ₹6,74,758.5 | 5,000 ₹7,50,000 | 4,000 ₹6,00,000 Lowest |
| 5.00 | Laying C.C. M-20 (1:1.5:3) in structure using stone grit 10-20 mm size, coarse sand and cement with mechanical vibration i/c all cost of material, labour, T&P etc complete | 143.9 | cum | 6,250 ₹8,99,375 | 4,986.93 ₹7,17,619.23 Lowest | 5,500 ₹7,91,450 | 5,800 ₹8,34,620 |
| 6.00 | Laying R.C.C. M-25 (1:1:2) in super structure using stone grit 4-20 mm size, coarse sand and cement with mechanical vibration i/c all cost of material, labour, T&P etc complete | 210.8 | cum | 7,000 ₹14,75,600 | 6,157.39 ₹12,97,977.81 Lowest | 7,000 ₹14,75,600 | 6,500 ₹13,70,200 |
| 7.00 | Laying C.C. M-30 in wearing coat using stone grit 4-10 mm size, coarse sand and cement with mannual compaction i/c all cost of material, labour, T&P etc complete | 10.65 | Cum | 7,000 ₹74,550 | 6,118.05 ₹65,157.23 Lowest | 7,500 ₹79,875 | 7,000 ₹74,550 |
| 8.00 | Providing Centering and Shuttering for R.C.C. work with all cost of material, labour & T.& P. etc. complete. | 820 | Sqm | 550 ₹4,51,000 | 674.67 ₹5,53,229.4 | 700 ₹5,74,000 | 475 ₹3,89,500 Lowest |
| 9.00 | Providing steel reinforcement (Fe 500 or above grade) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing of M.S. rods in proper position as per specifications and direction of Engineer in charge | 20.23 | MT | 79,500 ₹16,08,285 | 68,552 ₹13,86,806.96 Lowest | 75,000 ₹15,17,250 | 75,000 ₹15,17,250 |
| 10.00 | Laying Boulder 20-40 Kg in Launching Apron i/c cost of all material, labour and T&P etc. Complete. | 76.8 | Cum | 1,800 ₹1,38,240 | 1,674.67 ₹1,28,614.66 | 3,000 ₹2,30,400 | 1,500 ₹1,15,200 Lowest |
Tender Value
₹75.3 L
EMD Value
₹1.5 L
Closing Date
29 Jun 2026, 3:00 pmClosed
SE IWC MATHURA
SE IWC CIVIL LINE MATHURA
Reconstruction of V.R.B at Km. 114.625 of Mant Branch Canal.
2026_UPIDC_1157847_3
02/SE/2026-27
Open Tender
Civil Works
Item Wise
270 days
MATHURA
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,698
₹1.5 L
SE IWC MATHURA
20 Jul 2026
23 Jun 2026
29 Jun 2026
23 Jun 2026
29 Jun 2026
23 Jun 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | E/W in filling in making bunds and diversion with manual compaction and proper dressing i/c lead upto 200 M and lift upto 1.50 M with all cost of labour and T&P etc complete | 3,990 | Cum | - | - |
| 2 | Earth work in foundation in dry ordinary soil including lift upto 1.50 M & lead upto 30 M and including back filling.watering, ramming of excavated earth into the trenches or into the space between the structure and sides of foundation trenches or into the plinth with removal and disposal or surplus earth as directed by Engineer-in-charge upto a distance 30 M from the foundation trenches | 554 | Cum | - | - |
| 3 | Supplying and filling in plinth with local sand under floors, including watering, ramming, consolidating and dressing complete. | 30 | Sqm | - | - |
| 4 | Laying P.C.C. M-15 (1:2:4) in foundation using stone grit 20-40 mm size, coarse sand and cement with mannual compaction i/c all cost of material, labour, T&P etc complete | 150 | cum | - | - |
| 5 | Laying C.C. M-20 (1:1.5:3) in structure using stone grit 10-20 mm size, coarse sand and cement with mechanical vibration i/c all cost of material, labour, T&P etc complete | 143.9 | cum | - | - |
| 6 | Laying R.C.C. M-25 (1:1:2) in super structure using stone grit 4-20 mm size, coarse sand and cement with mechanical vibration i/c all cost of material, labour, T&P etc complete | 210.8 | cum | - | - |
| 7 | Laying C.C. M-30 in wearing coat using stone grit 4-10 mm size, coarse sand and cement with mannual compaction i/c all cost of material, labour, T&P etc complete | 10.65 | Cum | - | - |
| 8 | Providing Centering and Shuttering for R.C.C. work with all cost of material, labour & T.& P. etc. complete. | 820 | Sqm | - | - |
| 9 | Providing steel reinforcement (Fe 500 or above grade) as per approved design, drawing, removal of rust, cutting, bending, binding including supplying annealed wire, placing of M.S. rods in proper position as per specifications and direction of Engineer in charge | 20.23 | MT | - | - |
| 10 | Laying Boulder 20-40 Kg in Launching Apron i/c cost of all material, labour and T&P etc. Complete. | 76.8 | Cum | - | - |
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