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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.1 LAccepted-AOC SITAPUR | SITAPUR | UTTAR PRADESH | 261001 | L1 | Accepted-AOC L1 | |
| 2 | L2₹12.0 L+₹89,308.57 (8.06%)Rejected-Finance GRAM SHAHAJHPUR NINAIYAN TEHSIL AKBARPUR KANPUR DEHAT 209115 | KANPUR DEHAT | UTTAR PRADESH | 209115 | L2 | Rejected-Finance L2 | |
| 3 | L3₹12.0 L+₹94,176.12 (8.50%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹12.8 L+₹1.7 L (15.6%)Rejected-Finance 233 ANAND NAGAR RATAPUR KANPUR UTTAR PRADESH | KANPUR | KANPUR | UTTAR PRADESH | L4 | Rejected-Finance L4 |
Tender Value
₹13.2 L
EMD Value
₹1.3 L
Closing Date
26 Feb 2025, 2:00 pmClosed
Executive Engineer
Office of the Executive Engineer Kanpur Division Lower Ganga Canal Kanpur 208001
Reconstruction of VRB at Km 0.000 and 1.840 in Aagapur Mr.
2025_UPIDC_1004911_14
10/EE/2024-25
Open Tender
Civil Works - Bridges
Item Rate
90 days
Kanpur
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹1.3 L
21 Mar 2025
21 Feb 2025
26 Feb 2025
21 Feb 2025
26 Feb 2025
21 Feb 2025
Amount
Earth work in side embankment for road diversion in ordinary soil, excavation to be in the form of irregular pits and earth work in embankment to be in 20 cm. layers, including ramming and dressing the surface to the required level and slopes and also including 1.5 m. lift and 30 m. lead. as directed by the Engineer-in-charge.
Earth work in foundation in dry ordinary soil (Loam, clay or sand) including lift upto 1.50 m. and lead upto 30 m. including 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 as directed by the Engineer - in - charge upto a distance of 30 m. from the foundation trenches.
Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of irregular pits and earth work in embankment to be in 20 cm. layers, including ramming and dressing the surface to the required level and slopes and also including 1.5 m. lift and 30 m. lead: The earth form cutting to be used in making embankment or to be deposited as spoil bank within 30 m. distance as directed by the Engineer-in-charge.
Providing & laying Cement Concrete (M10) 1:3:6 (1 cement :3 coarse sand : 6 Aggregate) in foundation with cement coarse sand and stone grit 20-40mm gauge including proper curing and compaction including cost of all material, Labour T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge.
1st class Brick (M150) work 1:4 Cement Mortar including Labour T&P etc complete work as per ID specification & direction as per Engineer-in -charge.
Cenetering & shuttering for Reinforced Cement Concrete work including cost of shuttering, material, Labour, T&P etc required for proper completion of work as per ID specification & direction as per Engineer-in -charge.
Providing & laying Reinforced Cement Concrete (M20) 1:1.5:3 (1 cement :1.5 coarse sand : 3 Aggregate) with cement coarse sand and stone grit 20mm gauge including proper curing and compaction including cost of all material, Labour T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge.
Providing and Laying Steel reinforcement including cutting, bending, binding & placing in position including cost of all material, Labour T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge.
Providing & laying Wearing coat with Cement Concrete (M20) 1:1:2 (1 cement :1 coarse sand : 2 Aggregate) with cement coarse sand and stone grit 20mm gauge including proper curing and compaction including cost of all material, Labour T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge.
Cement Plasterin 1:4 (cement 1: 4 coarse sand )including cost of all material, Labour T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge.
Brick on edge floor with class 150 brick laid dry joint sand filling ancluding preparation of base with proper slops and its rammming including cost of all material, Labour T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge.
Providing & laying Reinforced Cement Concrete (M20) Coping Work 1:1.5:3 (1 cement :1.5 coarse sand : 3 Aggregate) with cement coarse sand and stone grit 20mm gauge including proper curing and compaction including cost of all material, Labour T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge.
Painting work with two coat acrylic smooth exterier paint including cost of all material, Labour T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge.
Letter writting upto 10 cm Ht. such as Name, chanaige, span etc.including cost of all material, Labour T&P etc required for proper completion of Work as per ID specification & as per direction of Engineer in Charge.
M/S GARIB NAWAJ AND COMPANY (BID ID -4999458)
ARNACHI INFRASTRUCTURE PRIVATE LIMITED (BID ID -5000582)
M/S RAJESH KUMAR KATIYAR (BID ID -5000699)
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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