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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC LOWEST QUOTED BIDDER |
| 2 | L1₹1.2 CrRejected-Finance VILL NIZ KAURBAHA P O BARGHULI P S TAMULPUR BAKSA BTAD ASSAM PIN 781367 | BAKSA | ASSAM | 781367 | ₹1.2 Cr | L1 | Rejected-Finance work allotted to another lowest quoted bidder |
| 3 | L1₹1.2 CrRejected-Finance | ₹1.2 Cr | L1 | Rejected-Finance work allotted to another lowest quoted bidder |
| 4 | L1₹1.2 CrRejected-Finance | ₹1.2 Cr | L1 | Rejected-Finance work allotted to another lowest quoted bidder |
| 5 | L1₹1.2 CrRejected-Finance | ₹1.2 Cr | L1 | Rejected-Finance work allotted to another lowest quoted bidder |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
30 Nov 2022, 12:00 pmClosed
CHD, Irrigation, BTC
O/o the CHD, Irrigation, BTC, Kokrajhar
C.C. lining including earth work at Main Canal D1 from Chainage 9270.5 m to 9699 m (Surface Area 4636.37 sqm)of ERM,Sukla Irrigation Project under PMKSY-AIBP for the year 2021-22 , Group No.15
2022_BoTC_27620_15
CHDI/ET/2022-23/1
Open Tender
Civil Works
Works
365 days
at Sukla FIS
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,600
₹2.6 L
Yes
10 Mar 2023
7 Nov 2022
30 Nov 2022
7 Nov 2022
30 Nov 2022
14 Nov 2022
Amount
Earthwork in filling in all soils in plinth, canal embankment and bed filling as per design section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earth obtained from private land if any loading, unloading, spreading the same including light jungle, removing trees upto 15 cm dia and uprooting roots and stumps etc. from the seat of the embankment, breaking clods not more than 10 mm cube, ramming, profiling etc. with all lift, complete as directed. (Payment will be made after deduction of 12.50 % shrinkage allowance from the gross quantity).
Construction of 0.125M thick C.C. lining (prop.1:2:4) as per design and drawing to the required cross section, preparing subgrade of canal bed and side slope, dressing, ramming, compaction etc. and sand filling for a depth of 0.25 M below C.C. lined work providing expansion joints with betuminous compound mixed with coarse sand at 10.00 M intervals and keeping wipe hole of 50 mm dia G.I. pipe for length required at site with non return valve (50 mm) of brass inside @ 50.00 M apart including all shuttering, scaffolding where neccesary complete as directed.
ABDUL SAMAD CHOUDHURY
RAJENDRA CHAUDHURY
Khitish Ojha
Nripen Ch Deka
BIDINTHA KACHARI
Padma Basumatary
SRI DEEPANKAR DAIMARY
M/S M D ASSOCIATES
stage.html
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tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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