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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | L1 | Accepted-AOC accepted | |
| 2 | L2₹1.8 L+₹5,305.50 (3.02%)Rejected-AOC | L2 | Rejected-AOC rejected | |
| 3 | L3₹1.8 L+₹8,757.40 (4.98%)Rejected-AOC | L3 | Rejected-AOC rejected | |
| 4 | L4₹2.0 L+₹23,305.11 (13.3%)Rejected-AOC | L4 | Rejected-AOC rejected | |
| 5 | L5₹2.1 L+₹33,423.80 (19.0%)Rejected-AOC | L5 | Rejected-AOC rejected |
Tender Value
₹2.1 L
EMD Value
₹5,000
Closing Date
3 Oct 2024, 3:00 pmClosed
EXECUTIVE ENGINEER
AFZALGARH IRRIGATION DIVISION DHAMPUR
Re-Construction work of pipe culvert at Km 3.000 of Faridnagar minor in Block Thakurdwara of district Moradabad.
2024_UPIDC_957809_4
01/EEAID/2024-25
Open Tender
Civil Works
Item Rate
30 days
MORADABAD
AS PER NIT
2 documents required · 2 mandatory
₹89
₹5,000
19 Jan 2025
25 Sept 2024
3 Oct 2024
25 Sept 2024
3 Oct 2024
25 Sept 2024
Amount
Laying and Jointing PVC Pipe. Heading
Earth work in foundation in dry soil (loam clay or sand) including lift upto 1.50 M and lead upto 30 M including back filling ,watering and ramming of excavated earth into the trenches or into the space between or into the plinth with removal and disposal of surplus earth as directed by the engineer-in -in-charge up to a distance of 30 M from the foundation treanches.
Laying C.C. 1:3:6 using size (20-40) mm graded crushed aggregate i/c all cost materials, labour, T&P etc.
Providing and fixing RCC Hume Pipe (NP3) (S&S Type) of 600mm dia I.S.I. Mark including all cost of materials, T&P and labour etc. complete.
Providing and laying Bricks (M-105 & above) brick work with 1:4 cement mortar using cement amd Coarse sand inclduing cost of all materials, labour, T&P etc.
Laying C.C. 1:2:4 using size (5.6-13.20) mm graded crushed aggregate i/c all cost materials, labour, T&P etc.
Providing Cement pointing (Struck Deep) on brick masonary in 1:2 Cement Mortar including cost of all material, T&P and labour Complete.
Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of irregular pits and earth work in embankments to be in 29cm. layers including ramming and dressing the surgace to the required levels, sloopes and also including 1.50M. lift & average lead of 600M. the earth from cutting to be used in macking embankment or to be deposited as spoil banks within 39 metere distance as directed by Engineer-in-charge.
M/S HARI SINGH CONTRACTOR
M/S RAJEEV KUMAR
RAM GOPAL THEKEDAR
M/S TEJPAL SINGH CONTRACTOR
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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