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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.0 CrAccepted-AOC | ₹1.0 Cr | L-1 | Accepted-AOC Accepted |
| 2 | L-2₹1.0 Cr+₹26.51 (<0.01%)Rejected-AOC | ₹1.0 Cr+₹26.51 (<0.01%) | L-2 | Rejected-AOC Rejected |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| 5 | Rejected-Technical | - | - | Rejected-Technical Rejected |
Tender Value
₹1.1 Cr
EMD Value
₹2.1 L
Closing Date
17 Jun 2020, 4:00 pmClosed
SE PWD JRC
O/O The SE PWD JRC
Re-construction of Gereki Tiniali to Burhasensowa via Majorbari from (Ch 0.00 m 3300.00 m) under SOPD(G) for the year 2019-20. Total Majuli LAC. Pkg. No. SOPD(G)/MDTRD/09
2020_PWD_17697_9
SE/JEC/SOPD(G)/101-I
Open Tender
Civil Works – Roads
Item Rate
180 days
Majuli
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,200
Empowered Officer ASRB
₹2.1 L
Yes
15 Oct 2020
27 May 2020
19 Jun 2020
27 May 2020
17 Jun 2020
27 May 2020
Amount
Repair to pot holes by removal of failed material,trimming the sides to vertical and levelling the bottom,cleaning the same with compressed air or any appropriate method filled with 75 mm W. B.M. applying bitumen emulsion prime coat at the bottom and bitumen emulsion tack coat on sides and on bottom as per technical specification Clause 502 and 503
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 0.70-1.0 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 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 concreate providing and laying semi dense bituminous concrete with 100-120 tph batch type hmp producing an averageoutputof75tonnes perhour using crushed aggregates of specifiedgrading premixed with bituminous [email protected] 55 of mix andfiller transportingthe hot mix to work site,laying with a hydrostatic paver finsher with sensor control to the reqd grade lavel an alignment, rollong with smooth wheeled,vibratory and tandem rollerto achieve the desired compactionas per MoSRT & H cl no 508 concrete in all respect. With rockdustes filler( refer table 500-9 of MoSRT &H specification ) (I ) with60/70 pf VG-30 grade bitumen for Grading 10mm nominal size
PRAFULLA NATH
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