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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L2₹71.2 L+₹0.01 (<0.01%)Accepted-AOC | ₹71.2 L+₹0.01 (<0.01%) | L2 | Accepted-AOC fwo |
| 2 | L1₹71.2 LRejected-Finance | ₹71.2 L | L1 | Rejected-Finance C/S |
| 3 | L2₹71.2 L+₹0.01 (<0.01%)Rejected-Finance | ₹71.2 L+₹0.01 (<0.01%) | L2 | Rejected-Finance C/S |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹79.2 L
EMD Value
₹1.6 L
Closing Date
21 Oct 2020, 2:00 pmClosed
SE PWD NRC
SE PWD NRC
Re-Construction of Mokhuli to Rupahi road via Gotonga Lotaimari
2020_PWD_18946_1
SE/NRC/TB/NIT/44/2019-20/93
Open Tender
Civil Works – Roads
Item Rate
120 days
Rupahihat
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,400
Yes
Empowered Officer ASRB
₹1.6 L
Yes
30 Jul 2021
14 Oct 2020
22 Oct 2020
14 Oct 2020
21 Oct 2020
14 Oct 2020
Amount
Road Works
WBM Grading III Using stone screening Type-B 11.2 mm for Gr.III 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 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
Prime coat (I) Low porosity 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
Tack coat Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per technical Specification Clause 503.
Semi- Dense Bituminous Concrete Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder@ 4.5 to5% 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 andalignment, rolling with smooth wheeled,vibratoryand tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. (including carriage of mix materials upto 10.0 Km initial lead from mixing plant) (including cost of testing of materials at site and laboratory as directed by the department) with rock dust as filler (refer table 500-9 of MoSRT&H specification) (a)'with 60/70 or VG-30 grade bitumen (ii) for grading-II (13mm nominal size)
SRI LAKSHYAJIT DAS
SRI SIBASHIS SAHA
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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fin_eval.pdf
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