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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr | L1 | Accepted-AOC lowest bidder |
| 2 | L2₹1.2 Cr+₹2.2 L (1.85%)Rejected-AOC | ₹1.2 Cr+₹2.2 L (1.85%) | L2 | Rejected-AOC allotted to lowest bidder |
| 3 | L3₹1.2 Cr+₹3.3 L (2.78%)Rejected-AOC | ₹1.2 Cr+₹3.3 L (2.78%) | L3 | Rejected-AOC allotted to lowest bidder |
Tender Value
₹1.1 Cr
EMD Value
₹2.2 L
Closing Date
29 Sept 2020, 2:00 pmClosed
SE,PWD(R and B), Diphu Circle-1
SE,PWD(R and B), Diphu Circle-1, Diphu
Improvement of road from Loringthepi to Uttarbil under SOPD for the year 2018-19
2020_KAAC_18617_1
DPU/SOPD/07/2020
Open Tender
Civil Works – Roads
Item Rate
360 days
Dokmoka
Registered under APWRD
5 documents required · 5 mandatory
₹2,200
Empowered Officer,ASRB,Assam
₹2.2 L
Yes
18 Nov 2020
8 Sept 2020
30 Sept 2020
8 Sept 2020
29 Sept 2020
8 Sept 2020
8 Sept 2020 - 29 Sept 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 smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone 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
Providing and applying tack coat with bitumen emulsion (RS1) using emulsion pressure distributor @ 0.20 to 0.25 kg per sqm on the prepared granular surface treated with primer and cleaned with hydraulic broom as per technical specification clause 503
Semi Dense-Bituminous-Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydraostatic paver finisher with sensor control to the required grade, lavel and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoST & H clause 508. complete in all respect. (I) with 60/70 or VG-30 grade bitumen for Grading-I ( 13mm nominal size)
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (ii) 600 mm equilateral triangle
(iii) 600 mm Circular
(v) 600 mm x 450mm square
(vi) 600 mm x 600mm square
Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.
KAMAKHYA ENTERPRISE
SRI BISWAJIT DEBNATH
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fin_bid_open.pdf
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