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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC KOKRAJHAR WARD NO 8 P O P S KOKRAJHAR DIST KOKRAJHAR BTC ASSAM PIN 783370 | KOKRAJHAR | KOKRAJHAR | ASSAM | 783370 | ₹1.3 Cr | L1 | Accepted-AOC Accepted by BEC |
| 2 | L2₹1.4 Cr+₹14.3 L (11.0%)Rejected-Finance S O LT MANINDRA BASUMATARY VILL P O BANARGAON P S DOTMA DIST KOKRAJHAR BTC ASSAM | BANARGAON | KOKRAJHAR | ASSAM | ₹1.4 Cr+₹14.3 L (11.0%) | L2 | Rejected-Finance Rejected by BEC |
Tender Value
₹1.4 Cr
EMD Value
₹2.9 L
Closing Date
18 Nov 2022, 3:00 pmClosed
Chief Engineer,PWD(Border Roads NEC Works),Assam
O/o the Chief Engineer, Roads,PWRD Assam, chandmari, Guwahati-781003
MMPNA/2022-23/101 Periodic Renewal of Kashiabari to Balagaon road under Mukhya Mantrir Path Nabikaran Aachani under Gossaingaon LAC for the year 2022-23
2022_PWD_27472_101
CE/CMRDP/MMPNA/2022/2
Open Tender
Civil Works
Item Rate
90 days
Gossaigaon
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,900
₹2.9 L
Yes
O/o the Chief Engineer, Roads,PWRD Assam,chandmari
25 Apr 2023
29 Oct 2022
19 Nov 2022
29 Oct 2022
18 Nov 2022
29 Oct 2022
29 Oct 2022 - 17 Nov 2022
8 Nov 2022
Amount
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906.
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 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.) (a) With hydrated lime/cement as filler ( refer table 500-9 of MoSRT&H specification) (I)'with 60/70 or VG-30 grade bitumen for Grading II (10 mm nominal size)
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 specifications.
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 801,800mm x 600mm rectangular
Maintenance of Hume pipe culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 (Rate as per Analysis)
RCC Box culvert (Size-1m x 1m - 1 Cell) Earth work in excavation for structures as per drawings and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in tranches with excavated suitable material.
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 (I) Sand filling
Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802, 803, 1202 & 1203.
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204. B. With Natural gravel. III. RCC GRADE M25 (i) Height up to 5m
Supplying, fitting and placing TMT reinforcement (Fe 500 D) in sub structure complete as per drawing and technical specifications Clauses 1002, 1005, 1010 & 1202
Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clause 800 & 1206.3 B. With Natural gravel :
Back filling behind abutment, wing wall, return wall as per drawing and technical specification Clauses 1204.3.8 A. Granular Materials
DHANANJAY BASUMATARY
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