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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.6 LAccepted-AOC BARLAWGAON P O KALIAGAON DIST CHIRANG BTR ASSAM | ₹50.6 L Quoted ₹1.0 Cr | L1 | Accepted-AOC lowest quoted bidder |
| 2 | L1₹50.6 LAccepted-AOC 756A UPPER BABUPATTY LUMDING UPPER BABUPATTY NAGAON ASSAM 782447 | HOJAI | ASSAM | 782447 | ₹50.6 L Quoted ₹1.0 Cr | L1 | Accepted-AOC lowest quoted bidder |
| 3 | L2₹1.0 Cr+₹0.24 (<0.01%)Rejected-Finance | ₹1.0 Cr+₹0.24 (<0.01%) | L2 | Rejected-Finance work not allotted |
Tender Value
₹1.1 Cr
EMD Value
₹2.3 L
Closing Date
8 Mar 2023, 12:00 pmClosed
CHD, Irrigation, BTC
CHD, Irrigation, BTC, Kokrajhar
Polashguri FIS under PMKSY_HKKP for the year 2021-22
2023_BoTC_29365_9
CHDI/ ET/2022-23/10
Open Tender
Civil Works
Works
365 days
Sidli
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,300
₹2.3 L
Yes
30 Aug 2023
17 Feb 2023
8 Mar 2023
17 Feb 2023
8 Mar 2023
18 Feb 2023
Amount
Construction of Afflux Bund Earthwork in all soils in canal embankment & bed filling as per designed section and grade by truck carriage for a minimum distance of 4 KM including paying compensation of earthobtained from private, if any, loading, unloading spreading the same in embankment in layers not exceeding 15 cm thick including clearing light jungles, removing trees upto 15 cm dia & uprootingroots & stumps etc. from the seat of embankment, breaking clods to not more than 10 cm cubes ramming, dressing, roughening the seat of embankment, profiling etc. with all lead and lift completeas directed. (12.5% shrinkage allowance to be considered).
Collection & supply of one man size hard Boulder of size 23 cm. to 30 cmincluding loading, unloading, stacking in measurable stacks at site not more than 1 m height including paying forest royalty sales tax etc. including local carriage to work site (Distance from Quarry to work site = 50 k.m.)
Labour charge for pitching with one man size Boulder including dressing and ramming the seat to proper size and slope pitching etc. with local carriage of Boulders from a distance of 50M with lift up to 3 M complete as directed.
Construction of 1.00m x 1.00m rectangular boulder sausage including supplying of materials with 25cm to 30cm size boulders collecting from a lead of 25Km encased in 15cm mesh of 8G hexagonal wire netting and filling the voids between the boulders with stone not exceeding 18cm in size tied with 8G galvanised tying wire at 30cm apart, laid in position as directed including necessary local carriage of materials, paying necessary forest royalty including providing 1 no. of jati bamboo horizontal runner along the top of the sausage with vertical bhaluka bamboo post 1.20m apart driven at least 0.60m below ground and tying with sausage etc, all complete as directed.
Lining of Main Canal Earthwork in excavation in foundation of canal structures in all types of soil as per design and drawing including dressing the foundation, shoring etc. removing the surplus spoil by head lead to a safe distance from the working place and depositing required spoils in uniform layer dressing, watering, breaking clods to not more than 10 mm cube with compaction as directed at site. (including bailing out stagnant water where necessary)
Labour for preparation of sub grade of lined canal section as per design drawing andgrade by ramming and rolled to level and according to the required cross section of the canal including cutting, filling the existing canal section where necessary compacing the earth in layers in not more than 15cm thick to form a firm compacted bed and side for lining including watering toobtain required moisture content where necessary etc. complete as directed.
Collection and supply of hard river gravel of size 13 mm to 38 mm including carriage
Labour for spreading hard river gravel/ broken stone of size 13 mm to 38 mm to required thickness including ramming and dressing the seat before laying the materials completeas directed including all local carriage etc. complete as directed.
CC work in lined canal in prop. 1:2:4 with river shingles of size 6mm to 20mm freefrom dust, dirt and other foreign materials conforming to IS 2116-1965 and 542-1962 as specified by the department, water used for mixing the mortar should be free from all impurities includinglaying the concrete over subgrade, moistured thoroughly by hand placing/ mechanical placing in canal of not more than 3m side with suitable joints in between including providing bed sleepers (cast in situ or pre cast) under joints with providing all sealing materials as per design and drawingbefore laying concrete including finishing the surface smooth, clean of all impurities with curing the bed by manual labours and side by sprinkling for at least 28 days etc. complete as directed.(Proper arrangement for obtaining clean water should be made at site.)
Canal Improvement Earthwork in filling in all soil 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 jungles,removing trees upto 15cm dia and uprooting roots and stumps etc.from the seat of embankment, breaking clods not more than 10mm cube, ramming profilling etc.with all lift, complete as directed.(payment will be made after deduction of 12.5% shrinkage allowence from the gross quantity)
chakrasing Muchahary
Nirendu Roy
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