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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.6 LAccepted-AOC VILL BANDARHAGIPATHAR P O DHANKHANA P S MISSAMARI SONITPUR ASSAM | L1 | Accepted-AOC Lowest bid is accepted and contract is awarded to Sri Chandra Kumar Subba | |
| 2 | L2₹21.8 L+₹16,701 (0.77%)Rejected-Finance BATASIPUR CITY TOWN DHEKIAJULI P O BATASIPUR P S DHEKIAJULI DIST SONITPUR PIN 784111 | SONITPUR | ASSAM | 784111 | L2 | Rejected-Finance Higher Bid Submitted |
| Sl No | Description | Qty | Unit | GEREMCHA BASUMATARY L2 | CHANDRA KUMAR SUBBA L1 |
|---|---|---|---|---|---|
| 1.01 | 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. | 3,600 | Sqm | 8.5 ₹30,600 | 8.2 ₹29,520 Lowest |
| 1.02 | 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 | 1,960.59 | Cum | 260 ₹5,09,753.4 | 258 ₹5,05,832.22 Lowest |
| 1.03 | 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.
Private Land | 396 | Cum | 340 ₹1,34,640 | 339 ₹1,34,244 Lowest |
| 1.04 | Construction of granular sub-base 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 smooth wheel roller to achieve the desired density, complete as per Clause 401.
II) For Grading II Material | 557.36 | Cum | 2,650 ₹14,77,004 | 2,630 ₹14,65,856.8 Lowest |
| 1.05 | 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. ................... 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 | 1 | Each | 25,002.6 ₹25,002.6 | 24,845.98 ₹24,845.98 Lowest |
Tender Value
₹21.6 L
EMD Value
₹43,220
Closing Date
21 Jan 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Executive Engineer
Office of the E.E, Barchalla and Dhekiajuli TRD,DHekiajuli
Construction of GWC road Omeo Das HS School to Mazorhula for the year 2025-26 under SOPD-G Barchalla LAC
2026_PWD_49906_1
BDTRD/SOPD-G/GWC/25-26/15
Open Tender
Civil Works
Item Rate
180 days
Barchalla
Please refer Tender Document
5 documents required · 5 mandatory
₹440
₹43,220
Yes
Dhekiajuli
21 Feb 2026
5 Jan 2026
21 Jan 2026
5 Jan 2026
21 Jan 2026
5 Jan 2026
5 Jan 2026 - 8 Jan 2026
8 Jan 2026
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.
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. Private Land
Construction of granular sub-base 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 smooth wheel roller to achieve the desired density, complete as per Clause 401. II) For Grading II Material
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. ................... 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
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