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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.8 LAccepted-AOC | L1 | Accepted-AOC Work Order Issued | |
| 2 | L2₹17.8 L+₹0.01 (<0.01%)Rejected-AOC WARD NO 1 P O P S BIJNI DIST CHIRANG PIN 783390 | CHIRANG | ASSAM | 783390 | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical PURANA TITAGURI CITY TOWN KOKRAJHAR P O TITAGURI P S KOKRAJHAR DIST KOKRAJHAR PIN 783374 | 783374 | - | Rejected-Technical Technically Non-Responsive | |
| 4 | Rejected-Technical | - | Rejected-Technical Technically Non-Responsive |
Tender Value
₹19.8 L
EMD Value
₹39,560
Closing Date
9 Nov 2023, 2:00 pmClosed
CE, PWD(Roads), Assam, Chandmari, Guwahati-3
O/O The CE, PWD(Roads), Assam, Chandmari, Ghy-3
Package No.Baksa/MMPNA/BUG/02 Repair /Rehabilitation of Br. No. 2/1 on NH-127E to Dalabari Road at Ch.1200.00m under Mukhya Mantrir Path Nabikaran Achoni for the year 2023-24 in Barama LAC
2023_PWD_33321_2
CE/STBR/MMPNA/08/2022-23/1 Dated 28/09/2023
Open Tender
Civil Works - Building
Item Rate
180 days
Baksa
Please refer Tender documents.
5 documents required · 5 mandatory
₹400
₹39,560
Yes
15 May 2024
28 Oct 2023
10 Nov 2023
28 Oct 2023
9 Nov 2023
28 Oct 2023
Amount
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. B. By Mechanical Means (a) Bituminous Courses
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 I. Private Land
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. I. Private Land
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 Using stone screening Type-B 11.2 mm for Gr.III
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 granular surfaces treated with primer & 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 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 MoSRT&H cl. no.508. 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.) I. With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification) ii. for Grading II (10 mm nominal size)
RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering, moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed b.15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c.
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 i) 900mm equilateral triangle
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. ) B. For RCC Railing
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
Removing of dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
Applying priming coat with ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works.
Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701
Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
Greasing of Bearing with ULTRATACK AP3 grease including cleaeing of bearings with steel brush, removal of dusts and dirt with necessary scaffolding etc. complete as directed by the department.
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