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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.7 CrAccepted-AOC | ₹2.7 Cr | L1 | Accepted-AOC As per boq |
| 2 | L2₹2.9 Cr+₹16.1 L (5.87%)Rejected-Finance RUPCHANDPUR MIRSHADPUR BADLAPUR JAUNPUR | JAUNPUR | UTTAR PRADESH | ₹2.9 Cr+₹16.1 L (5.87%) | L2 | Rejected-Finance AS PER BOQ |
| 3 | L3₹3.2 Cr+₹42.0 L (15.4%)Rejected-Finance | ₹3.2 Cr+₹42.0 L (15.4%) | L3 | Rejected-Finance AS PER BOQ |
| 4 | L4₹3.2 Cr+₹43.0 L (15.7%)Rejected-Finance | ₹3.2 Cr+₹43.0 L (15.7%) | L4 | Rejected-Finance AS PER BOQ |
| 5 | Not Admitted-Fee/PreQual/Technical GORAKHPUR | UTTAR PRADESH | 273413 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.8 Cr
EMD Value
₹7.5 L
Closing Date
17 Mar 2025, 4:00 pmClosed
SE GANDAK FLOOD CIRCLE, GORAKHPUR
SE GANDAK FLOOD CIRCLE, GORAKHPUR
FLOOD PROTECTION WORK BETWEEN KM. 1.270 TO KM. 1.770 AT BASAWANPUR RING BUND FOR PROTECTION OF BHARWALIYA VILLAGE ON RIGHT BANK OF RIVER RAPTI IN DISTT. GORAKHPUR
2025_UPIDC_1014434_3
04/SE/2024-25
Open Tender
Civil Works
Item Wise
90 days
GORAKHPUR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹7.5 L
Yes
GORAKHPUR
10 Apr 2025
6 Mar 2025
17 Mar 2025
6 Mar 2025
17 Mar 2025
6 Mar 2025
7 Mar 2025
Amount
Earth work in excavation by Hydrolic excavator 0.9 cum bucket capacity including all lead & lift and all labour, T&P and all taxes but excluding of GST etc. as per direction of Engineer-in-Charge.
Earth work in filling by mechanical excavator 0.90 cum & power transport for a lead of upto 1 km including excavation loading,unloading, manual compaction and manual dressing including all lift shall be applicable for lead upto 1 km including all labour, T&P, all taxes but excluding of GST etc. for proper completion of work as per direction of Engineer In charge.
Providing and laying of Cartage Earth in 15.00cm thickness over Geo textile sheet in slope pitching including cost of all material, labour,T&P and all taxes but excluding GST etc. as per directions of engineer-in-charge.
Providing & laying/dumping HDPE woven bag filled with Cartage earth in nylon crate of size 1.00mX1.00mX1.00m with mesh size 20cm X20cm and weight not less than 165 gram per no in construction of base of launching apron,cutter & porcupine including cost of all material, labour, carriage T&P and all taxes but excluding of GST etc required for proper completion of work complete as per direction of Engineer in-Charge.
Providing and Laying of Mzp stone boulder (25 to 40 kg minimum dimension 200mm) in Mechanically Woven Double Twisted Hexagonal Shaped BIS standard class II as per IS code 16014 : 2024 crates of required sizes 3.00x2.00x0.45m (1 no. diaphragm size 3x0.45m along the gabion length and 2 No. diaphragms size 2x0.45 across the length of gabion) Mesh Type 10.00x12.00cm having zinc and polymer coated , Mesh Wire dia. 2.7/3.7mm (ID/OD), edged/Selvedge dia 3.4/4.4mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2 mm (ID/OD) of construction of launching apron and Gabion wall including all material, labour, T&P, carrIage, loading, unloading, Royalty, all taxes but excluding GST etc. and tying with lacing wire all complete as per directions of Engineer-in-charge.
Providing and laying Geo Textile sheet 200 gsm woven multifilament polypropylene yarn, below pitching with pegs including preparation of surface including all material, labour, T&P and all taxes but excluding of GST etc. for completion of work as per direction of Engineer - in Charge (Per Sqm)
Providing and Laying of Mzp stone boulder (25 to 40 kg minimum dimension 200mm) in Mechanically Woven Double Twisted Hexagonal Shaped BIS standard class II as per IS code 16014 : 2024 crates of required sizes 3.00x1.00x0.30m 2 No. diaphragms size 1x0.30 across the length of Gabion) Mesh Type 10.00x12.00cm having zinc and polymer coated , Mesh Wire dia. 2.7/3.7 mm (ID / OD), edged / Selvedge dia 3.4 / 4.4mm ( ID / OD ) with partitions at every 1m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2 mm ( ID / OD ) of construction of slope pitching including all material, labour , T&P, carriage, loading, unloading, Royalty all taxes but excluding GST etc. and tying with lacing wire all complete as per directions of engineer-in-charge.
Laying of Porcupine between two cutters and D/S of cutter filling with jhakers and covered by wire mesh 20 cm x 20 cm of 8SWG wire including cost of all materials, Labour, T& P etc.for proper completion of work.
NAGENDRA PRATAP SINGH (BID ID -5051055)
SHRI MAA AND COMPANY (BID ID -5036144)
Devendra Nath Mishra (BID ID -5052851)
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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