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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.8 LAdmitted-Finance | ₹7.8 L | L1 | Admitted-Finance |
| 2 | L2₹8.4 L+₹56,231 (7.19%)Admitted-Finance | ₹8.4 L+₹56,231 (7.19%) | L2 | Admitted-Finance |
| 3 | L3₹8.5 L+₹63,535.50 (8.12%)Admitted-Finance | ₹8.5 L+₹63,535.50 (8.12%) | L3 | Admitted-Finance |
| 4 | L4₹9.1 L+₹1.2 L (15.9%)Admitted-Finance | ₹9.1 L+₹1.2 L (15.9%) | L4 | Admitted-Finance |
| 5 | L5₹10.0 L+₹2.2 L (27.7%)Admitted-Finance | ₹10.0 L+₹2.2 L (27.7%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | RAVINDRA SINGH L2 | M/s M.K Traders L1 | M/s Maa Sharda devi L4 | M/S SHYAM CONSTRUCTION L3 | M/S KAUSTUBH CONSTRUCTION L6 | M/S SHIVANI ASSOCIATES L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00INTERLOCKING OF APPROACH ROAD (4MTR WIDE) | |||||||||
| 1.01 | E/Work for in canal embankment/ Marginal embankment /flood embankment /flood work/ Trenches with its proper disposal & their dressing within 30 meter lead & 1.5 mtr lift i/c refilling the trench etc. (As per UPID SOR 2023, Chapter no III, Sno no 1(1).) | 27 | CUM | 70 ₹1,890 | 60 ₹1,620 Lowest | 80 ₹2,160 | 60 ₹1,620 Lowest | 180 ₹4,860 | 75 ₹2,025 |
| 1.02 | Cement concrete with 4cm gauge brick ballast sand of 125F.M. and cement in propotion of 1:4:8 in foundation . | 49 | CUM | 5,000 ₹2,45,000 | 3,000 ₹1,47,000 Lowest | 5,500 ₹2,69,500 | 6,700 ₹3,28,300 | 6,200 ₹3,03,800 | 6,800 ₹3,33,200 |
| 1.03 | First Class Brick work in 1:4 CM in 23 cm with cement and c/sand mortor in foundation. (As per analysis of rate) | 18.4 | CUM | 6,000 ₹1,10,400 | 2,500 ₹46,000 Lowest | 5,300 ₹97,520 | 6,700 ₹1,23,280 | 7,200 ₹1,32,480 | 6,300 ₹1,15,920 |
| 1.04 | Providing and laying of factory made 80 mm thick rubber moulded interlocking cement concrete tiles (30mpa) including 25 mm thick compacted bed of fine sand compacting and proper embedding/laying of interlocking tiles leveling and dressing of surface to required level and slop, filling joints wiyh fine sand i/c the cost of material ,labour and T&P etc . required for proper completion of work as directed by Engineer-in-charg.(As per UPPWD SOR 2020-21,Road work,New work S No-1 ) | 400 | SQM | 640 ₹2,56,000 | 1,050 ₹4,20,000 | 790 ₹3,16,000 | 342 ₹1,36,800 Lowest | 950 ₹3,80,000 | 700 ₹2,80,000 |
| 1.05 | Cement pointing 1:2CM (struk deep)(As per analysis of rate) | 46 | SQM | 140 ₹6,440 | 70 ₹3,220 Lowest | 145 ₹6,670 | 150 ₹6,900 | 150 ₹6,900 | 135 ₹6,210 |
| 2.00 | Earth work by carraige soil for strenthening of bank & slope. (As per attached analysis of carraige Sno-6). | 18 | CUM | 350 ₹6,300 | 100 ₹1,800 Lowest | 250 ₹4,500 | 350 ₹6,300 | 180 ₹3,240 | 375 ₹6,750 |
| 8.00Interlocking Of approach road (1.5mtr wide) | |||||||||
| 8.01 | E/Work for in canal embankment/ Marginal embankment /flood embankment /flood work/ Trenches with its proper disposal & their dressing within 30 meter lead & 1.5 mtr lift i/c refilling the trench etc. (As per UPID SOR 2023, Chapter no III, Sno no 1(1).) | 14.85 | CUM | 70 ₹1,039.5 | 50 ₹742.5 Lowest | 115 ₹1,707.75 | 80 ₹1,188 | 180 ₹2,673 | 75 ₹1,113.75 |
| 8.02 | Cement concrete with 4cm gauge brick ballast sand of 125F.M. and cement in propotion of 8:4:1 in foundation .(As per analysis of rate,Sno .08) | 13.2 | CUM | 5,000 ₹66,000 | 2,850 ₹37,620 Lowest | 5,300 ₹69,960 | 6,800 ₹89,760 | 6,000 ₹79,200 | 7,200 ₹95,040 |
Tender Value
₹11.4 L
EMD Value
₹25,000
Closing Date
19 Aug 2026, 2:00 pmClosed
EE TWD1 GORAKHPUR
OFFICE EE TWD1 GORAKHPUR
CONSTRUCTION OF INTERLOCKING ROAD OF NALKOOP INSPECTION HOUSE PIPRAICH TOTAL LENGTH 155 MTR (OUT OF THIS 100 MTR HAVE 4 MTR WIDTH AND REMAINING LENGTH HAVE 1.5 MTR WIDTH) AS PER DRAWING, INCLUDING COST OF MATERIAL, LABOUR AND T AND P.
2026_UPIDM_1173466_3
04/EE/2026-27 /TWD1/18-07-2026
Open Tender
Civil Works
Item Rate
60 days
GORAKHPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹766
₹25,000
10 Sept 2026
30 Jul 2026
20 Aug 2026
30 Jul 2026
19 Aug 2026
30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1INTERLOCKING OF APPROACH ROAD (4MTR WIDE) | |||||
| 1.01 | E/Work for in canal embankment/ Marginal embankment /flood embankment /flood work/ Trenches with its proper disposal & their dressing within 30 meter lead & 1.5 mtr lift i/c refilling the trench etc. (As per UPID SOR 2023, Chapter no III, Sno no 1(1).) | - | CUM | - | - |
| 1.02 | Cement concrete with 4cm gauge brick ballast sand of 125F.M. and cement in propotion of 1:4:8 in foundation . | - | CUM | - | - |
| 1.03 | First Class Brick work in 1:4 CM in 23 cm with cement and c/sand mortor in foundation. (As per analysis of rate) | 1 | CUM | - | - |
| 1.04 | Providing and laying of factory made 80 mm thick rubber moulded interlocking cement concrete tiles (30mpa) including 25 mm thick compacted bed of fine sand compacting and proper embedding/laying of interlocking tiles leveling and dressing of surface to required level and slop, filling joints wiyh fine sand i/c the cost of material ,labour and T&P etc . required for proper completion of work as directed by Engineer-in-charg.(As per UPPWD SOR 2020-21,Road work,New work S No-1 ) | - | SQM | - | - |
| 1.05 | Cement pointing 1:2CM (struk deep)(As per analysis of rate) | - | SQM | - | - |
| 2Earth work by carraige soil for strenthening of bank & slope. (As per attached analysis of carraige Sno-6). | |||||
| 8Interlocking Of approach road (1.5mtr wide) | |||||
| 8.01 | E/Work for in canal embankment/ Marginal embankment /flood embankment /flood work/ Trenches with its proper disposal & their dressing within 30 meter lead & 1.5 mtr lift i/c refilling the trench etc. (As per UPID SOR 2023, Chapter no III, Sno no 1(1).) | 1 | CUM | - | - |
| 8.02 | Cement concrete with 4cm gauge brick ballast sand of 125F.M. and cement in propotion of 8:4:1 in foundation .(As per analysis of rate,Sno .08) | 1 | CUM | - | - |
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