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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹83.9 LAccepted-AOC | L1 | Accepted-AOC lowest bidder | |
| 2 | L2₹86.6 L+₹2.6 L (3.15%)Rejected-AOC | L2 | Rejected-AOC allotted to lowest bidder | |
| 3 | L3₹90.2 L+₹6.3 L (7.52%)Rejected-AOC | L3 | Rejected-AOC allotted to lowest bidder | |
| 4 | Rejected-Technical | - | Rejected-Technical not qualified |
Tender Value
₹73.4 L
EMD Value
₹1.5 L
Closing Date
15 May 2020, 2:00 pmClosed
SE, PWD (R and B)
SE,PWD, Diphu Circle-1
Reconstruction of Road from NH-39 at Safapani to Upper Deopani
2020_KAAC_17422_1
DPU/SOPD-G/05/2020/10Ra
Open Tender
Civil Works – Roads
Item Rate
270 days
Barpathar
Registered under Assam PWD
5 documents required · 5 mandatory
₹1,467
Empowered Officer,ASRB,Assam
₹1.5 L
Yes
19 Aug 2020
8 May 2020
18 May 2020
8 May 2020
15 May 2020
8 May 2020
8 May 2020 - 15 May 2020
Amount
Providing laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheels steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. (A) By manual Means I.WBM-III & WBM-III Patching
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm - 1.00kg/sqm Using mechanical means.As per Technical Specification Cl.502.(i) Low Porosity
Providing and applying track coat with bitumen emulsion (RS-1 )using emulsion distributor at the rate 0.25 to 0.30kg. Per spm. On the prepared dry and hungry bituminous surface cleared with hydraulic broom as per technical specification clause.503.
Semi Dense Bituminous Concrete (Providing and applying semi dense bituminous concrete with 100-120 TPH with batch type HMP producing an average out put of 75 tonnes per hour using crushed aggregate of specific grading, premixed with bituminous binder @ 4.5-5 % of mix and filler and tranporting the hot mix to the work site, laying with hydrostatic paver finisher with sensor control to the required grade level and alignment, rolling with smooth wheel roller, vibratory and tandem rollers to acvhieve the desired compaction as per MORT@H Cl. no. 508 complete in all respect ( including carriage upto initial lead of 5.00 from quarry and carriage of mixed materials up to 10.00km initial lead at site and laboratory as directed by the deparment ) A. With hydrated lime/cement as filter ( refer table 500-9 of MoSRT&H specification) (I) 'with 60/70 or VG-30 grade bitumen (ii) for GradingI (13 mm nominal size)
Construction of 1000mm dia NP3 HP culvert
Sawarmal Agarwala
M/S KLOKLAR ENTERPRISE
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
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