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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC VILLAGE PATHRA POST BADGO THANA KHORABAR DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | ₹1.2 Cr | L1 | Accepted-AOC As per boq |
| 2 | L2₹1.3 Cr+₹6.2 L (5.18%)Rejected-Finance LIG B 263 | GORAKHPUR | UTTAR PRADESH | 273001 | ₹1.3 Cr+₹6.2 L (5.18%) | L2 | Rejected-Finance AS PER BOQ |
| 3 | L3₹1.3 Cr+₹9.2 L (7.75%)Rejected-Finance | ₹1.3 Cr+₹9.2 L (7.75%) | L3 | Rejected-Finance AS PER BOQ |
| 4 | L4₹1.3 Cr+₹11.0 L (9.25%)Rejected-Finance | ₹1.3 Cr+₹11.0 L (9.25%) | L4 | Rejected-Finance AS PER BOQ |
| 5 | L5₹1.4 Cr+₹24.7 L (20.7%)Rejected-Finance 29 PEDLIGANJ THANA CANTT GORAKHPUR | GORAKHPUR | GORAKHPUR | UTTAR PRADESH | ₹1.4 Cr+₹24.7 L (20.7%) | L5 | Rejected-Finance AS PER BOQ |
Tender Value
Refer Docs
EMD Value
₹3.4 L
Closing Date
24 Mar 2025, 1:00 pmClosed
SE Gandak Flood Circle Gorakhpur
SE Gandak Flood Circle Gorakhpur
Anti Erosion Work Between Km. 3.200 To 3.400 And Km. 4.320 To 4.420 at Pandey Majha Jogiya Tatbund In Tahsil Rudrapur of Dist Deoria
2025_UPIDC_1014434_46
04/SE/2024-25
Open Tender
Civil Works
Item Wise
90 days
Deoria
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹3.4 L
Yes
10 Apr 2025
17 Mar 2025
24 Mar 2025
17 Mar 2025
24 Mar 2025
17 Mar 2025
Amount
Earthwork in excavation by hydraulic excavator including all lead lift labour and T&P for proper completion of work as per direction of Engineer In charge .
Earthwork by power Transport for lead up to 1 Km. including excavation, loading, unloading, stacking, including all lift etc, excluding royalty for proper completion of work as per direction of Engineer In charge .
Providing and dumping Of HDPE woven bag in Nylon Crate ( Size 1.0x1.0x1.0 m, mesh Size 20 x 20 Cm., Min. weight 165 gram), Filled with Earth, Sewing with machine including cost of all material, labour and T&P. for proper completion of work as per direction of Engineer In charge
Providing 25 - 40 Kg Mzp. stone boulder at site including cost of boulder, carriage, loading, unloading, stacking etc complete in all respect.
Providing Mechanically Woven Double Twisted Hexagonal Shaped BIS standerd class 2 As per IS code 16014 : 2024 of required sizes 3.00x2.00x0.45 m (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 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 2.2/3.2mm (ID/OD) dumping/laying for making apron with Mzp. stone boulder including all cost of maiterial, labour and T&P etc but Excluding cost of boulder.
Preparation of Sub grade and Laying Geo Textile Sheet including watering compaction and preparation of surface with 10% Over lap, labour and T&P but excluding cost of Geo Textile Sheet for proper completion of work as per direction of Engineer In charge .
Providing Geo Textile Sheet Made Of 200 Gsm. Non Woven Polypropylene including cost of all material, labour and T&P . for proper completion of work as per direction of Engineer In charge
Providing Mechanically Woven Double Twisted Hexagonal Shaped BIS standerd class 2 As per IS code 16014 : 2024 of required sizes 3.00x2.00x0.30 m (1 no. diaphragm size 3x0.30m along the gabion length and 2 No. diaphragms size 2x0.30 across the length of Gabion) Mesh Type 10.00x12.00cm 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 2.2/3.2mm (ID/OD) Pitching with Mzp stone boulder including all cost ofl material and labour charges T&P etc but excluding cost of boulder.
Providing Mechanically Woven Double Twisted Hexagonal Shaped BIS standerd class 2 As per IS code 16014 : 2024 of required sizes 3.00x1.00x0.30 m (2 No. diaphragms size 1x0.30 across the length of Gabion) Mesh Type 10.00x12.00cm 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 2.2/3.2mm (ID/OD) Laying edge crating with Mzp. stone boulder including all cost of material and labour charges T&P etc but excluding cost of boulder.
M/S PADMAKAR TRIPATHI (BID ID -5072856)
M/S NAND ENTERPRISES (BID ID -5066269)
APS CONSTRUCTION (BID ID -5071241)
M/s AWADH ASSOCIATES (BID ID -5071096)
DILIP KUMAR YADAV (BID ID -5071134)
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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