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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-AOC | ₹2.5 Cr | L1 | Accepted-AOC AS UPLOADED |
| 2 | L2₹2.6 Cr+₹8.3 L (3.35%)Rejected-AOC | ₹2.6 Cr+₹8.3 L (3.35%) | L2 | Rejected-AOC AS UPLOADED |
| 3 | L3₹2.8 Cr+₹30.0 L (12.1%)Rejected-AOC | ₹2.8 Cr+₹30.0 L (12.1%) | L3 | Rejected-AOC AS UPLOADED |
| 4 | Not Admitted-Fee/PreQual/Technical CIVIL LINE THANA KOTWALI DISTRICT BASTI | GONDA | UTTAR PRADESH | 271305 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹5.9 L
Closing Date
19 Feb 2024, 1:00 pmClosed
Suprintending Engineer Gandak Flood Circle GKP
Suprintending Engineer Gandak Flood Circle GORAKHPUR
ANTI EROSION WORK BETWEEN KM 10.850 TO 11.350 FOR PROTECTION OF MADARAHA BEHARADADI BUND ON LEFT BANK OF RIVER GHAGHRA(SARYU) IN DISTRICT-SANTKABIRNAGAR.
2024_UPIDC_895593_18
02/SE/2023-24
Open Tender
Civil Works
Item Rate
90 days
SANT KABIR NAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹8,614
₹5.9 L
Yes
Suprintending Engineer Gandak Flood Circle GKP
22 Mar 2024
13 Feb 2024
19 Feb 2024
13 Feb 2024
19 Feb 2024
13 Feb 2024
13 Feb 2024
Amount
Earth work in cutting for making of Geotextiles tube & L/A base including cost of Machine, labour, T&P etc complete the work. As per direction of Engineer-in-charge.
Earth work in Back Filling including cost of Machine, labour, T&P etc. As per direction of Engineer-in-charge.
Supplying, Filling and Placing of Geotextile Tube of size 3.0 mtr diameter, 20 mtr Long made of 80 KN Bi-axial strength multifilament woven geotextile with sand by mud pump at design slope of affected reach as per site incharge material, labour, T&P etc.complete the work. As per direction of Engineer-in-charge.(For Edge Crating.)
Supplying, Filling and Placing of Geotextile Tube of size 2.0 mtr diameter, 20 mtr Long made of 80 KN Bi-axial strengh multifilament woven geotextile with sand by mud pump at design slope of affected reach as per site incharge material, labour, T&P etc. complete the work. As per direction of Engineer-in-charge. (For Edge Crating.)
Supplying, Filling and Placing of Geotextile Tube of size 2.0 mtr diameter, 10 mtr Long made of 80 KN Bi-axial strength multifilament woven geotextile with sand by mud pump at design slope of affected reach as per site incharge material, labour, T&P etc. complete the work. As per direction of Engineer-in-charge.(For Making of Cutter)
Supply and laying P.P Rope gabion of size 1.80x1.20x0.50m With mesh size 15x15 cm filled with local earth in Geo Bags Made of 200 gsm woven polypropylene geotextile in size 1.0x0.75m in proper position of Gabbion for making of L/A including cost of material, labour, T&P etc.
Supply and laying Nylon crates of size 1.00x1.00x1.00m With mesh size 20x20 cm (weight not less then 300 gm per Nos.) filled with local earth in HDPE woven Bags in proper position for making Base of L/A including cost of material, labour, T&P etc. complete the work. As per direction of Engineer-in-charge.
Supply and Laying of R.C.C. Porcupine 3.0 x 0.10 x 0.10 m. Including cost of all materials ,labour ,T&P etc. complete the work. As per direction of Engineer-in-charge.
Supplying and filling jhakar in porcupine of one unit including cutting of jhakhar also including all material ,labour and T&P etc.Complete complete the work. As per direction of Engineer-in-charge.
Supplying and knitting 8SWG G.I. Wire 20x20cm mesh size around R.C.C. Porcupine including all material ,labour and T&P etc.Complete complete the work. As per direction of Engineer-in-charge.
M/S K.K. TRADERS
GHANSHYAM CHAUBAY
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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