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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.2 LAccepted-Finance NAGLA GANGARAM JHAPARA TEHSIL JASRANA FIROZABAD | FIROZABAD | FIROZABAD | UTTAR PRADESH | L1 | Accepted-Finance Responsive | |
| 2 | L2₹10.8 L+₹54,735.75 (5.36%)Rejected-Finance NA | NA | NA | 121004 | L2 | Rejected-Finance Non Responsive | |
| 3 | L3₹11.7 L+₹1.5 L (14.8%)Rejected-Finance ADD O MONI NEK PUR NEAR SHIV HOSPITAL CIVIL LINES BUDAUN UP | BUDAUN | BUDAUN | UP | L3 | Rejected-Finance Non Responsive | |
| 4 | L4₹13.8 L+₹3.6 L (34.9%)Rejected-Finance | L4 | Rejected-Finance Non Responsive | |
| 5 | L5₹14.1 L+₹3.9 L (38.1%)Rejected-Finance | L5 | Rejected-Finance Non Responsive |
| Sl No | Description | Qty | Unit | RAMA YADAV L4 | DAKSH CONSTRUCTION L3 | AK ENTERPRISES L1 | Smt. Amlesh Rathore L2 | M/S GAJENDRA SINGH CONTRACTOR L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 114.75 | M3 | 5,595 ₹6,42,026.25 | 4,500 ₹5,16,375 | 2,500 ₹2,86,875 Lowest | 4,297 ₹4,93,080.75 | 5,720 ₹6,56,370 |
| 2.00 | Providing and applying Primer coat with Bituminous emusion (SS-1) on proper surface of granual base including cleaning of road surface and spraying primer at rate of 0.7-1.0 kg/sqm using mechanical mean | 1,530 | M2 | 72.11 ₹1,10,328.3 | 65 ₹99,450 | 50 ₹76,500 | 47 ₹71,910 Lowest | 73.73 ₹1,12,806.9 |
| 3.00 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration or Emulsion grade bitumen to required line grade and level to serve as wearing coarse on a previously prepared base by manual means including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades to be followed by seal coat as per T.S.C. 508 | 1,530 | M2 | 312 ₹4,77,360 | 283 ₹4,32,990 | 330 ₹5,04,900 | 247 ₹3,77,910 Lowest | 320 ₹4,89,600 |
| 4.00 | Providing and laying of seal coat sealing the voids in a bituminus surface laid the specific levels , grades etc using type C as per technical specifications by manual means | 1,530 | M2 | 96.55 ₹1,47,721.5 | 81 ₹1,23,930 Lowest | 100 ₹1,53,000 | 87 ₹1,33,110 | 98.98 ₹1,51,439.4 |
Tender Value
Refer Docs
EMD Value
₹24,000
Closing Date
8 Oct 2026, 12:00 pmClosed
EXECUTIVE ENGINEER IRRIGATION DIVISION FARRUKHABAD
OFFICE OF THE EXECUTIVE ENGINEER IRRIGATION DIVISION FARRUKHABAD NALKOOP COLONY BEWAR ROAD FATEHGARH DISTT FARRUKHABAD
Tyor rajbaha service road ke kimi0 4.080 se 4.590 tak navinikaran ka karya.
2026_UPIDC_1190788_2
02/E.E./2026-27
Open Tender
Civil Works - Canal
Item Rate
30 days
FARRUKHABAD
Please refer Tender documents.
2 documents required · 2 mandatory
₹856
₹24,000
9 Oct 2026
29 Sept 2026
8 Oct 2026
29 Sept 2026
8 Oct 2026
29 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. | 114.75 | M3 | - | - |
| 2 | Providing and applying Primer coat with Bituminous emusion (SS-1) on proper surface of granual base including cleaning of road surface and spraying primer at rate of 0.7-1.0 kg/sqm using mechanical mean | 1,530 | M2 | - | - |
| 3 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration or Emulsion grade bitumen to required line grade and level to serve as wearing coarse on a previously prepared base by manual means including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades to be followed by seal coat as per T.S.C. 508 | 1,530 | M2 | - | - |
| 4 | Providing and laying of seal coat sealing the voids in a bituminus surface laid the specific levels , grades etc using type C as per technical specifications by manual means | 1,530 | M2 | - | - |
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