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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.4 LAccepted-Finance | ₹39.4 L | L1 | Accepted-Finance Accepted by TBEC |
| 2 | L2₹43.4 L+₹4.0 L (10.2%)Rejected-Finance | ₹43.4 L+₹4.0 L (10.2%) | L2 | Rejected-Finance Rejected by TBEC |
| Sl No | Description | Qty | Unit | Zesmina Khtaun L2 | KULADEEP BARMAN L1 |
|---|---|---|---|---|---|
| 1.01 | Periodic Renewal of Natabari - Borjan Road (Constructed under PMGSY Package No AS0562) For the year 2025-26, Dhubri District | 1 | Nos | 43,38,399 ₹43,38,399 | 39,38,000 ₹39,38,000 Lowest |
Tender Value
₹44 L
EMD Value
₹88,000
Closing Date
19 Jan 2026, 4:00 pmClosed
CE PWD (Border Roads)AssamChandmari Ghy 3
O/o The CE PWD (Border Roads)AssamChandmari Ghy 3
Periodic Renewal of Natabari - Borjan Road (Constructed under PMGSY Package No AS0562) For the year 2025-26, Dhubri District
2026_CEASM_146098_1
CE/Maint/PR/01/2025-26/43
Open Tender
Civil - Roads and Bridges
Item Rate
365 days
Dhubri
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,070
₹88,000
Yes
18 Feb 2026
12 Jan 2026
20 Jan 2026
12 Jan 2026
19 Jan 2026
12 Jan 2026
12 Jan 2026 - 19 Jan 2026
Periodic Renewal of Natabari - Borjan Road (Constructed under PMGSY Package No AS0562) For the year 2025-26, Dhubri District
Item Rate BoQ
BoQ_Ver3.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
Natabari - Borjan Road Maintenance of Earthen Shoulder (filling with fresh soil) : Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment equipment at OMC up to a lead of 1000m as per Technical specification clause 1903
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. Vide Annexure-
A)Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granuler base//WBM/WMM 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
B)Providing and applying tack coat with Bitumen emulsion (CRS-1) using emulsion distributor at the of 0.25-0.30kg per sqm on prepared dry and hungry bituminious 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.)(I)With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification)A(II)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
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tech_bid_open.pdf
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details.html
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Tendernotice_1.pdf
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Tendernotice_2.pdf
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Tendernotice_3.pdf
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Tendernotice_5.pdf
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BOQ_226530.xls
BOQ • 0.27 MB
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