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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹75.0 L+₹7.5 L (11.1%)Rejected-AOC | L2 | Rejected-AOC L2 |
Tender Value
₹75.0 L
EMD Value
₹1.5 L
Closing Date
20 Jan 2020, 2:00 pmClosed
S.E. PWD Nalbari Road CIrcle, Nalbari
S.E. PWD Nalbari Road Circle, Nalbari
Reconstruction of flood damaged Adabari -Arikuchi PMGSY Road under SOPD -FDR for the year 2019-20
2020_PWD_15715_3
SENL/NIT/N/298/2009-10/Pt-II
Open Tender
Civil Works – Roads
Item Rate
180 days
S.E. PWD Nalbari Road CIrcle
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,300
Yes
ASRB
₹1.5 L
Yes
3 Aug 2020
6 Jan 2020
22 Jan 2020
6 Jan 2020
20 Jan 2020
6 Jan 2020
6 Jan 2020 - 20 Jan 2020
Amount
Providing, laying, spreading and compacting stone aggregate of specified sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheels 80-100 KN static roller in stages to proper grade and camber, applying and brooming stone screening to fill-up the interstices of coarse aggregate, watering & compacting to the required density grading III as per Technical Specification Clause 405. Using stone screening 3) Grading –III (A) By Manual Means
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90-1.2 kg/sqm using Mechanical Means as per Technical Specification Clause 502.
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate 0.20 to 0.25 Kg. per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.
Semi –Dense Bituminous concrete (Providing and laying semi dense bituminous concrete with 100-120TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregated 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 hydrostatic paver finisher with sensor control to the reqd. grade lavel and alignment, rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MoSPT&H cl. No. 508 complete in all respect B. (ii) With 60/70 or VG -30 grade bitumen for grading II (10mm nominal size) From Ch. 0.00m to Ch. 700.00m
Planting of trees by the road side (Avenue trees) in 0.60m dia holes 1m deep dug in the ground mixing the soil with decayed farm yard/sludge manure planting the saplings backfilling the trenches watering fixing the tree guards and maintaining the plants for one year
Painting lines, Dashes Arrows etc. on Road in Two Coats on New Work with ready mixed road marking paint conforming to IS :164 in bituminous/concrete surface including clearing the surface of all dirt dust and other foreign matter, demarcation at site and traffic control as per drawing and technical specification Clause 1702.
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification Clauses 1302. Stone/Boulder
Construction of embankment with approved materials obtained from borrow pits, with a lift up to 1.50 m transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300-2 with a lead up to 1000 m as per Technical Specification Clause 301.5 (i) Private Land
Mazamil Ali
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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details.html
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