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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹26.2 LAccepted-Finance | ₹26.2 L | L1 | Accepted-Finance Lower bidder |
| 2 | L2₹26.2 LRejected-Finance | ₹26.2 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | RITURAJ SONOWAL L2 | SRIMANTA SAIKIA L1 |
|---|---|---|---|---|---|
| 1.01 | Construction of GWC Road of Ouguri Betoni Chuk Road (L= 1.800 Km) under SOPD-G for the year 2025-26 of Duliajan LAC. | 1 | Nos | 26,22,214 ₹26.2 L | 26,16,814 ₹26.2 L |
Tender Value
₹26.2 L
EMD Value
₹52,360
Closing Date
22 Dec 2025, 2:00 pmClosed
Executive Enigneer,PWRD,Duliajan and Naharkatia Te
O/ o Executive Enigneer,PWRD,Duliajan and Naharkatia ,Territorial Road Division,Naharkatia
Construction of GWC of Ouguri Betoni chuk Road (L 1.80KM) under SOPD-G for the year 2025-26 of Duliajan LAC.
2025_PWD_49004_2
1042
Open Tender
Civil Works – Roads
180 days
Duliajan
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,000
₹52,360
Yes
Naharkatia
3 Jun 2026
2 Dec 2025
23 Dec 2025
2 Dec 2025
22 Dec 2025
2 Dec 2025
2 Dec 2025 - 22 Dec 2025
8 Dec 2025
Construction of GWC Road of Ouguri Betoni Chuk Road (L= 1.800 Km) under SOPD-G for the year 2025-26 of Duliajan LAC.
BoQ_Ver3.0
Construction of GWC Road of Ouguri Betoni Chuk Road (L= 1.800 Km) under SOPD-G for the year 2025-26 of Duliajan LAC.
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 #
Heavy dressing of the existing road including dressing high spots, filling low spots and making up loss of material/irregularities, removing of all vegetation, cambering, watering, rolling with 8 to 10 tonne roller to obtain a specified compaction etc. to obtain a uniform formation surface with cross fall from the road centre line to the outer shoulder edge with allowance, made for required quantity of shoulder materials to remain in place to contain the new gravel layer. Works to be carried out in accordance with Technical Specification and as directed by the Engineer.
Gravel/Soil-Aggregregate surface course (table 400.3) Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller capacity to achieve the desired density, complete as per Technical Specification Clause 402
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
Construction of 10oo mm dia HP Culvert
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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_4.pdf
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Tendernotice_5.pdf
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BOQ_77787.xls
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