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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 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 | ₹2.5 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹3.0 Cr+₹49.0 L (19.3%)Rejected-Finance | ₹3.0 Cr+₹49.0 L (19.3%) | L2 | Rejected-Finance L2 |
| 3 | L3₹3.3 Cr+₹79.5 L (31.3%)Rejected-Finance | ₹3.3 Cr+₹79.5 L (31.3%) | L3 | Rejected-Finance L3 |
| 4 | L4₹3.3 Cr+₹79.6 L (31.4%)Rejected-Finance | ₹3.3 Cr+₹79.6 L (31.4%) | L4 | Rejected-Finance L4 |
| 5 | L5₹3.5 Cr+₹97.6 L (38.5%)Rejected-Finance NAYA GAON CHANDPUR BULANDSHAHAR UP | GONDA | UTTAR PRADESH | 271001 | ₹3.5 Cr+₹97.6 L (38.5%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | MEGHENDRA PAL SINGH CONTRECTOR L1 | Durga Engineers and Earth Movers L7 | MAA GAYATRI ASSOCIATES L3 | M/S UNITE ENTERPRISES L5 | MOKSH INNOVATIONS INC. L4 | M/S PRABHAT TRADERS L2 | GANPATI CONSTRUCTIONS L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in foundation in dry ordinary soil (loam clay or sand) including lift upto 1.50m and lead upto 30m and including back filling, watering and ramming of excavated earth into the trenches or into the space between the structure and sides of foundation trenches or into the plinth with removel and disposal or surplus earth as directed by engineer-in-charge upto a distance of 30 m from the foundation trenches. | 487 | Cum | 50 ₹24,350 Lowest | 90 ₹43,830 | 50 ₹24,350 Lowest | 120 ₹58,440 | 96 ₹46,752 | 50 ₹24,350 Lowest | 50 ₹24,350 Lowest |
| 2.00 | Providing & Laying M-15 (1:2:4) Cement Concrete with 20mm nominal stone aggregate including cost of all material , Labour , T&P, Mechanical Mixing & Vibration etc . For propper complition of work but excluding cost of reinforcement steel and Centering & shuttering . | 487 | Cum | 6,000 ₹29,22,000 | 5,166 ₹25,15,842 | 4,400 ₹21,42,800 | 5,760 ₹28,05,120 | 6,300 ₹30,68,100 | 700 ₹3,40,900 Lowest | 3,700 ₹18,01,900 |
| 3.00 | Providing and erecting A "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 of MORTH Type - "A" W Metal Beam Crash Barriar | 12,465 | Rmt | 1,800 ₹2,24,37,000 Lowest | 2,952 ₹3,67,96,680 | 2,500 ₹3,11,62,500 | 2,590 ₹3,22,84,350 | 2,425 ₹3,02,27,625 | 2,400 ₹2,99,16,000 | 2,750 ₹3,42,78,750 |
Tender Value
₹4.1 Cr
EMD Value
₹8.3 L
Closing Date
27 Jul 2026, 3:00 pmClosed
Superintending Engineer Drainage Circle Ghaziabad
OFFICE OF SE DRAINGE CIRCLE, GHAZIABAD
Work for installing a safety W-Metal Beam Crash Barrier on the service road from km 40.000 to km 55.006 of the parallel Deoband branch feeder channel in Saharanpur district.
2026_UPIDC_1170818_1
04/SE/2026-27
Open Tender
Civil Works
Item Wise
180 days
ROORKEE
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹8.3 L
OFFICE OF SE DRAINGE CIRCLE, GHAZIABAD
10 Sept 2026
20 Jul 2026
27 Jul 2026
20 Jul 2026
27 Jul 2026
20 Jul 2026
22 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in foundation in dry ordinary soil (loam clay or sand) including lift upto 1.50m and lead upto 30m and including back filling, watering and ramming of excavated earth into the trenches or into the space between the structure and sides of foundation trenches or into the plinth with removel and disposal or surplus earth as directed by engineer-in-charge upto a distance of 30 m from the foundation trenches. | - | Cum | - | - |
| 2 | Providing & Laying M-15 (1:2:4) Cement Concrete with 20mm nominal stone aggregate including cost of all material , Labour , T&P, Mechanical Mixing & Vibration etc . For propper complition of work but excluding cost of reinforcement steel and Centering & shuttering . | - | Cum | - | - |
| 3 | Providing and erecting A "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 of MORTH Type - "A" W Metal Beam Crash Barriar | - | Rmt | - | - |
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