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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-AOC NEAR S R PETROL PUMP SAORO GATE KASGANJ | KASGANJ | UTTAR PRADESH | ₹2.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹2.5 Cr+₹6.5 L (2.65%)Rejected-Finance 14 15 VINAY NAGAR VIJITEM PUBLIC SCHOOL QUARSI RAMGHAT ROAD ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹2.5 Cr+₹6.5 L (2.65%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical GORAKHPUR UTTAR PRADESH | - | - | Rejected-Technical Bid capacity issued by C.A. is not submitted |
| 4 | Rejected-Technical ALIGARH UTTAR PRADESH | ALIGARH | UTTAR PRADESH | 202001 | - | - | Rejected-Technical I.D. Form 112 not submitted, Affidavit 1 and 2 not submitted, I.T.R. for F.Y. 2022-23, 2023-24 not submitted |
Tender Value
₹2.6 Cr
EMD Value
₹5.2 L
Closing Date
28 Feb 2025, 3:00 pmClosed
S E FLOOD WORKS CIRCLE BAREILLY
S E FLOOD WORKS CIRCLE CANAL COLONY 117 CIVIL LINES BAREILLY
Construction of spur and revetment work at km 8.500 of the Usahait embankment near the village Bhundi located on the left bank of the Ganges River in Badaun district.
2025_UPIDC_1006606_12
01/SE/FWCB/2024-25
Open Tender
Civil Works
Item Wise
90 days
Budaun
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,945
₹5.2 L
Bareilly
27 Mar 2025
15 Feb 2025
28 Feb 2025
17 Feb 2025
28 Feb 2025
17 Feb 2025
15 Feb 2025
Amount
Earth work in foundation, for apron, studs, spur etc. in dry ordinary soil (loam clay or sand) including all lift and lead and also including back filling, watering and ramming of excavated earth into the trenches or into the space between the structure and the sides of foundation trenches or into the plinth with removal and disposal of surplus earth, the surplus earth shall be back filled as applicable, including proper dressing, making profile, manual compaction etc. as directed by Engineers- in -charge.
Earth work in embankment by power transported earth with a lead beyond 200m. including excavation, loading, unloading, manual compaction, dressing and all lifts complete excluding royalty will be applicable from time to time on Govt. orders.
Supply of New PP/HDPE woven Bags confirming to IS CODE-11652: 2017, Cement bag size (0.48 x 0.75 m), including Cost of material, carriage, loading, unloading, stacking, all taxes etc.
Filling new empty HDPE/PP cement bags with RBM/silt/sand collected from river bed by using mud pump and machine sewing and placing with NRC in position i/c all cost of material carriage, loading, unloading stacking, T&P and all other taxes etc. required for completion of work but excluding cost of bags.
Filling of silt below LWL at river bed for making base of launching apron RBM collected from river bed by mud pump including hiring of mud pump, POL, driver, labour, t&p, manual dressing of base , stacking of material at site, all taxes etc for proper completion of work.
Supply of Nylon crate size (1.0x1.0x1.0)m with mesh size 15.0 x 15.0 cm and weight not less than 375 gram per no. including contractor profit including cost of material, carriage, loading, unloading, staking, T&P and Taxes etc. required for completion of work.
Supply and Filling of Geo Bags made of 200 GSM woven fabric confirming to 15351(2015) of size 1.09m x 0.69m at site, for Apron, slope pitching etc. Geo bag shall be filled with RBM/ Silt /Sand collected from river bed by using mud pump and placed with gabion rope crate, including cost of material, carriage, loading , unloading, stacking, all taxes etc. but excluding supply cost of gabion rope crate.
Supply of 9mm, 4 Stands Polypropylene (PP) Rope Gabion Size (1.8m X 1.8m X 0.5m) with lid only, 150x150mm mesh size Confirming to I.S. 5175:1992 (Reaffirmed 1997) at work site excluding all taxes but including contractor's profit.
Supply of Agra cut stone 20 to 40 kg weight including all cost of material labour T&P all taxes royalty, carriage, loading, unloading, stacking etc complete in all respect.
Dry stone Pitching hand packed including labour, T&P, all taxes etc complete in all respect.
Supply & Laying of Non-Woven Geo Textile (Sheet) made of 100% Polypropylene staple fibre (continuous filament not allowed) bonded into stable network through needle punching meeting the technical specifications and qualification criteria in the tender the geo textile should be Tech-geo PR 15 or equivalent and minimum 70% resistance against UV exposure and should be inert to biological degradation and resistant to naturally occurring acids and alkalies including contractor profit. Non woven geotextile sheet (200 GSM) laying below pitching with pegs including preparation of surface.
Brick soling with straight over burnt bricks laid on edge and dry including preparation of subgrade to prescribed camber and including supply of bricks, filling joints with local earth, spreading blinding coat of 1 cm (3/8") depth of local earth of P.I. 5 to 7 or sand over the entire surface and including labour t&p et. required for proper completion of work.
GOMATINETRA CONSTRUCTIONS (BID ID -5008147)
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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