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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 CrAccepted-AOC BILASIPARA P O P S BILASIPARA DHUBRI ASSAM | DHUBRI | ASSAM | 783348 | ₹7.9 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹7.9 Cr+₹3.4 L (0.43%)Rejected-AOC HAIBARGAON NAGAON ASSAM | NAGAON | ASSAM | 782001 | ₹7.9 Cr+₹3.4 L (0.43%) | L2 | Rejected-AOC Rejected |
Tender Value
₹8.0 Cr
EMD Value
₹15.9 L
Closing Date
26 Apr 2022, 2:00 pmClosed
Chief Engineer (Roads), PWRD, Assam
O/o the Chief Engineer (Roads), PWRD, Assam, Chandmari, Guwahati, 781003
SOPD_G_21_22_46 Improvement of Amingaon Hajo Nalbari Road (Ch. 0.00 m to Ch. 22900.00 m) under SOPD-G for the year 2021-22
2022_PWD_24941_1
CE/DEV/TB/111/2021-22/36
Open Tender
Civil Works
Item Rate
270 days
Jalukbari
Please refer Tender documents.
6 documents required · 6 mandatory
₹15,920
Empowered Officer, Assam State Road Board
₹15.9 L
Yes
O/o the Chief Engineer (Roads), PWRD, Assam
15 Oct 2022
1 Apr 2022
27 Apr 2022
1 Apr 2022
26 Apr 2022
19 Apr 2022
1 Apr 2022 - 18 Apr 2022
18 Apr 2022
Amount
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.3-0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.)
Restoration of Surface Course by Bituminous Concrete ::Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % 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 MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)
Providing, laying and rolling of BUSG Providing, laying and rolling of built-up spray grout layer over pepared base consisting of a two layer composite construction of crushed coarse aggregates using motor grader for aggregates. Key stone chips spreader may be used with application of bituminous binder after each layer, and with key aggregates placed on top of the second layer to serve as a base, conforming to the line, grades and cross-section specified, the compacted layer thickness being 75 mm as per Technical Specification Clause 505. A) By Manual Means, (I) Bitumen (S-90)
Scarifying existing bituminous surface to a depth of 50 mm by mechanical means ( Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with in all lifts amd lead upto 1000 metres.
Providing and laying Interlocking Concrete Block Pavement (ICBP)Pavement (M40) having thickness 80 mm as per technical specification Clause 1504 complete including carriage. a) Including Edge block/Edge restraints.
Road Marking: Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes and conforming to the MoSrt&H specification
Painting on concrete surface( Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil,grease,efflorescence and applying paint @ of 1 litre for 2 Sq.m.)
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 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. ii) 600 mm equilateral triangle
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 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. iii) 600 mm Circular
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 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701. iv) 800 mm x 600 mm rectangular
Providing Reflective Pavement Marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhsives and the procedures recommended by the manufactures with three months replacement warrenty and free maintenance.
M/s Sanwarmal Khetawat
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