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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 CrAccepted-AOC | ₹6.0 Cr | L1 | Accepted-AOC AS UPLOADED |
| 2 | L2₹6.1 Cr+₹11.9 L (1.99%)Rejected-AOC | ₹6.1 Cr+₹11.9 L (1.99%) | L2 | Rejected-AOC AS UPLOADED |
| 3 | L3₹6.5 Cr+₹47.8 L (7.96%)Rejected-AOC PROP AJAY SINGH SIKARWAR VILLEGE POST AMAYAN TAHSIL MEHGAON DISTT BHIND M P 477227 | BHIND | MADHYA PRADESH | 477227 | ₹6.5 Cr+₹47.8 L (7.96%) | L3 | Rejected-AOC AS UPLOADED |
| 4 | L4₹6.5 Cr+₹54.0 L (9.00%)Rejected-AOC VILLAGE PATHRA POST BADGO THANA KHORABAR DISTRICT GORAKHPUR UTTAR PRADESH | GORAKHPUR | UTTAR PRADESH | ₹6.5 Cr+₹54.0 L (9.00%) | L4 | Rejected-AOC AS UPLOADED |
| 5 | L5₹6.6 Cr+₹55.5 L (9.24%)Rejected-AOC AGRA ROAD ETA | ETA | ETA | UTTAR PRADESH | ₹6.6 Cr+₹55.5 L (9.24%) | L5 | Rejected-AOC AS UPLOADED |
Tender Value
Refer Docs
EMD Value
₹17.5 L
Closing Date
17 Mar 2025, 4:00 pmClosed
SUPERINTENDING ENGINEER
OFFICE OF SUPERINTENDING ENGINEER, GANDAK IRRIGATION WORKS CIRCLE-2, GORAKHPUR(U.P)
Restoration of Spur at Km 7.500 and laying of porcupines in 150m length at u/s of spur at km 7.500 and Construction of Revetment between km 7.520 to km.7.730 of Amwakhas Bund on Right bank of Great Gandak River, District Kushinagar.
2025_UPIDC_1014436_22
06/SE/2024-25
Open Tender
Civil Works
Item Rate
90 days
KUSHINAGAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹17.5 L
GORAKHPUR
28 Mar 2025
6 Mar 2025
17 Mar 2025
6 Mar 2025
17 Mar 2025
6 Mar 2025
7 Mar 2025
Amount
Earth work filling in embankment by mechanical excavator 0.90cum bucket & power transport for a lead of up to 1 km including excavation loading, unloading, manual compaction and dressing including all lift shall be applicable for lead up to 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.
Earth Work filling over Geo textile sheet in slope pitching including cost of all material, labour, T&P and all taxes but excluding GST as per directions of engineer-in-charge.
Earth work excavation by Hydraulic excavator 0.9 cum bucket capacity including 1.5m lift and all labour, T&P and all taxes but excluding of GST etc. as per direction of Engineer-Charge.
Providing & laying/dumping HDPE woven bag filled with Local Earth/Sandy soil in P.P. rope gabion size 1.80 X 1.80 X 0.50 m, mesh size 15cm X 15cm with lid and slings, polypropylene with adequate U.V. Stabilizer, 9.00mm X 3 strand having a weight of 30gm/m, 1260 Kg breaking strength rope and woven at site. in construction of base of launching apron including cost of all material, labour, carriage T&P etc but excluding GST.as per direction of Engineer in charge.
Providing and Laying of MZP. stone boulder (25 to 40 Kg minimum dimension 200mm) for launching apron in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (3.0 x 2.0 x 0.45)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 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 2.2/3.2mm (ID/OD) of construction of launching apron and Gabin wall including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer in charge.
Providing and Laying of MZP. stone boulder (25 to 40 Kg minimum dimension 200mm) for launching apron in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (3.0 x 1.0 x 0.45)m (2 no. diaphragm size 1x0.45m 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 2.2/3.2mm (ID/OD) of construction of launching apron and Gabin wall including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer in charge.
Providing and Laying of MZP. stone boulder (25 to 40 Kg minimum dimension 200mm) for launching apron in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (2.0 x 1.0 x 0.45m) (1 no. diaphragm size 1x0.45m 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 2.2/3.2mm (ID/OD) of construction of launching apron and Gabin wall including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer in charge.
Dismantling, Stacking and Relaying boulder for launching apron in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (3.0 x 2.0 x 0.45)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 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 2.2/3.2mm (ID/OD) of construction of launching apron and Gabin wall including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer in charge.
Dismantling, Stacking and Relaying boulder for launching apron in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (3.0 x 1.0 x 0.45)m (2 no. diaphragm size 1x0.45m across the length of gabion) Mesh Type 10.00x12.00cm having Zinc and polymer coatedhaving 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) of construction of launching apron and Gabin wall including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer in charge.
Providing and laying Geo Textile sheet 200 Gsm woven multifilament polypropylene yarn, below pitching with pegs including cost of materials, labour, preparation of surface, T&P etc. but excluding GST etc.as per direction of Engineer in charge
Providing and Laying of MZP stone boulder (25 to 40 kg minimum dimension 200mm) for Slope Pitching in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (3.0 x 1.0 x 0.45)m (2 no. diaphragm size 1x0.45m 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 2.2/3.2mm (ID/OD) of construction of Slope Pitching including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer in charge.
Providing and Laying of MZP stone boulder (25 to 40 kg minimum dimension 200mm) for Slope Pitching in wire crate Mechanically Woven Double Twisted Hexagonal Shaped BIS Standard class 2 as per IS code 16014 : 2024 of required sizes (2.0 x 1.0 x 0.45)m (1 no. diaphragm size 1x0.45m 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 2.2/3.2mm (ID/OD) of construction of Slope Pitching including all material, labour, T&P, carriage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per direction of Engineer in charge.
Providing and Laying R.C.C (1:1.5:3) porcupine (3.00x3.00x3.00) m size with R.C.C member of (3.00x0.10x0.10) m size as per drawing filled with jhakar including cost of all material, labour, carriage t&p etc with all porcupine tagged to each other by 8 SWG G.I wire complete but excluding GST etc.as per direction of Engineer in charge.
Providing and Pilling R.C.C member as a anchor of (3.0x0.10x0.10) m size pilling 2/3 length tagged with each other with 5 stained 8 SWG G.I WIRE AT two lines of each anchor as per Drawing including all material, labour, carriage, T&P etc. complete but excluding GST etc.as per direction of Engineer in charge.
Providing and fixing of bamboo 5cm to 8cm dia braced at top and bottom as per drawing including cost of all material, labour, carriage, T&P etc completebut excluding GST etc.as per direction of Engineer in charge.
M/S ASHTBHUJA (BID ID -5051579)
MAA VAISHNO CONSTRUCTION COMPANY (BID ID -5052758)
M/S AJIT CONSTRUCTION AND ORDER SUPPLIER (BID ID -5049038)
RAM SANEHI AND SONS (BID ID -5052714)
R.B.S. CONSTRUCTION (BID ID -5041168)
M/S SRI RAJ BAHADUR SINGH (BID ID -5042442)
M/S SANGHARSH CONSTRUCTION (BID ID -5039023)
M/S ARYAN ENTERPRISES (BID ID -5042495)
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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