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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAccepted-Finance | ₹3.0 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹3.2 Cr+₹16.1 L (5.38%)Rejected-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 | ₹3.2 Cr+₹16.1 L (5.38%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.2 Cr+₹22.1 L (7.37%)Rejected-Finance | ₹3.2 Cr+₹22.1 L (7.37%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical A 52 CHANAKYA PLACE NEW DELHI BRANCH OFFICE B 175 NANDGRAM GHAZIABAD PIN CODE 110045 | NEW DELHI | NEW DELHI | DELHI | 110045 | - | - | Rejected-Technical Disqualified of Technical bid |
| 5 | Rejected-Technical B 12 SANGWAN CITY ASHADPUR KYAM ALIGARH UTTAR PRADESH | ALIGARH | ALIGARH | UTTAR PRADESH | - | - | Rejected-Technical Disqualified of Technical bid |
| Sl No | Description | Qty | Unit | MEGHENDRA PAL SINGH CONTRECTOR L2 | VIJAY ASSOCIATES L3 | K K CONTRACTOR L1 |
|---|---|---|---|---|---|---|
| 1.00 | E/W in filling for Restroration of external section of canal including lead upto 1 km and i/c ramming dressing of excavated earth by manual or as directed by Engineer in charge. | 7,200 | CUM | 100 ₹7,20,000 Lowest | 100 ₹7,20,000 Lowest | 140 ₹10,08,000 |
| 2.00 | E/W in foundation in dry soil including lift upto 1.5 M and lead upto 30 M including back filling, watering and ramming of excavated earth or as directed by Engineer in charge. | 3,145 | CUM | 80 ₹2,51,600 | 50 ₹1,57,250 Lowest | 65 ₹2,04,425 |
| 3.00 | Laying 50 mm thick C.C. of M10 (1:3:6) mix coarse sand of F.M. not less than 2.25 and 20 mm graded coarse aggregate in base including cost of all materials, labour charges, curing work, T&P etc. | 2,045 | CUM | 5,000 ₹1,02,25,000 | 5,400 ₹1,10,43,000 | 4,800 ₹98,16,000 Lowest |
| 4.00 | Centring &shuttering for C.C.Work I/C All Cost Of Labour T&P etc Comp. | 5,775 | CUM | 400 ₹23,10,000 | 275 ₹15,88,125 Lowest | 440 ₹25,41,000 |
| 5.00 | Laying 75 mm thick C.C. lining of M20 (1:1.5:3) mix coarse sand of F.M. not less than 2.25 and 20 mm graded coarse aggregate including cost of all materials, labour charges, curing work, T&P etc. | 2,580 | CUM | 6,500 ₹1,67,70,000 | 6,900 ₹1,78,02,000 | 5,800 ₹1,49,64,000 Lowest |
| 6.00 | Laying LDPE film including cost of all materials, labour charges, T&P etc. | 22,500 | CUM | 55 ₹12,37,500 | 35 ₹7,87,500 Lowest | 60 ₹13,50,000 |
| 7.00 | Videography/Photography of canal before work, during the work and after compeletion of the work by DRONE i/c providing pen drive and vehicles for reaching to canal with direction of Engineer-in-charge. | 3.2 | KM. | 1,500 ₹4,800 Lowest | 1,650 ₹5,280 | 1,650 ₹5,280 |
| 8.00 | Supplying of iron sign board size 1.20 x0.90 mt. with 16 gauge iron sheet 50x50x5 mmsize MS angle upto 3.00 mt. height i/c cost of materials & also including Erection and writing work . | 5 | NO. | 6,000 ₹30,000 Lowest | 7,400 ₹37,000 | 7,445 ₹37,225 |
| 9.00 | Finishing wall with acrylic smooth exterior paint (APEX) of required shade new work two or more coat applied include all labour,material and T&P etc complete. | 445 | SQM | 120 ₹53,400 Lowest | 131.76 ₹58,631.87 | 140 ₹62,300 |
Tender Value
₹4.1 Cr
EMD Value
₹8.2 L
Closing Date
5 Aug 2026, 5:00 pmClosed
Suprintending Engineer
Office of the SE MGCCC Moradabad
Construction of CC lining on the Head/Cross Regulators of Dharampur Rajwaha system (Km 0.000 to Km 12.000) in District Bulandshahr
2026_UPIDC_1166878_2
05/SE/2026-27
Open Tender
Civil Works
Item Wise
Bulandshahr
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹8.2 L
Moradabad
16 Sept 2026
17 Jul 2026
6 Aug 2026
17 Jul 2026
5 Aug 2026
17 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | E/W in filling for Restroration of external section of canal including lead upto 1 km and i/c ramming dressing of excavated earth by manual or as directed by Engineer in charge. | - | CUM | 168.1 | - |
| 2 | E/W in foundation in dry soil including lift upto 1.5 M and lead upto 30 M including back filling, watering and ramming of excavated earth or as directed by Engineer in charge. | - | CUM | 67 | - |
| 3 | Laying 50 mm thick C.C. of M10 (1:3:6) mix coarse sand of F.M. not less than 2.25 and 20 mm graded coarse aggregate in base including cost of all materials, labour charges, curing work, T&P etc. | - | CUM | 6,562.2 | - |
| 4 | Centring &shuttering for C.C.Work I/C All Cost Of Labour T&P etc Comp. | - | CUM | 575 | - |
| 5 | Laying 75 mm thick C.C. lining of M20 (1:1.5:3) mix coarse sand of F.M. not less than 2.25 and 20 mm graded coarse aggregate including cost of all materials, labour charges, curing work, T&P etc. | - | CUM | 8,233.8 | - |
| 6 | Laying LDPE film including cost of all materials, labour charges, T&P etc. | - | CUM | 62 | - |
| 7 | Videography/Photography of canal before work, during the work and after compeletion of the work by DRONE i/c providing pen drive and vehicles for reaching to canal with direction of Engineer-in-charge. | - | KM. | 1,650 | - |
| 8 | Supplying of iron sign board size 1.20 x0.90 mt. with 16 gauge iron sheet 50x50x5 mmsize MS angle upto 3.00 mt. height i/c cost of materials & also including Erection and writing work . | - | NO. | 7,445.4 | - |
| 9 | Finishing wall with acrylic smooth exterior paint (APEX) of required shade new work two or more coat applied include all labour,material and T&P etc complete. | - | SQM | 140 | - |
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