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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.9 LAccepted-AOC VILL BANDARHAGIPATHAR P O DHANKHANA P S MISSAMARI SONITPUR ASSAM | ₹21.9 L | L1 | Accepted-AOC Lowest bid is accepted and contract is awarded to Sri Chandra Kumar Subba |
| 2 | L2₹22.5 L+₹52,531 (2.40%)Rejected-Finance BATASIPUR CITY TOWN DHEKIAJULI P O BATASIPUR P S DHEKIAJULI DIST SONITPUR PIN 784111 | SONITPUR | ASSAM | 784111 | ₹22.5 L+₹52,531 (2.40%) | L2 | Rejected-Finance Higher bid submitted |
| Sl No | Description | Qty | Unit | GEREMCHA BASUMATARY L2 | CHANDRA KUMAR SUBBA L1 |
|---|---|---|---|---|---|
| 1.00Construction Work (Road) | |||||
| 1.01 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (i) By Manual Means
(a)In area of non thorny jungle | 0.3 | Ha | 53,000 ₹15,900 | 52,995 ₹15,898.5 Lowest |
| 1.02 | Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm,mixed with water at OMC and then compacted by rolling so as to achievem minimum dry density as given in Tables 300.1 and 300.2 for embankment
construction as per Technical Specification Clause 301.4.1. | 900 | Cum | 23 ₹20,700 | 22.9 ₹20,610 Lowest |
| 1.03 | 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 | 1,519.4 | Cum | 230 ₹3,49,462.46 Lowest | 258 ₹3,92,005.72 |
| 1.04 | 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 | 371.2 | Cum | 350 ₹1,29,920 | 339 ₹1,25,836.8 Lowest |
| 1.05 | 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 Technical Specification Clause 401 (ii) For Grading II Material | 568.12 | Cum | 3,000 ₹17,04,375 | 2,840 ₹16,13,475 Lowest |
| 1.06 | 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 | 1 | Each | 24,845.54 ₹24,845.54 Lowest | 24,845.98 ₹24,845.98 |
Tender Value
₹21.9 L
EMD Value
₹43,880
Closing Date
21 Jan 2026, 2:00 pmClosed
Executive Engineer
Office of the E.E, Barchalla and Dhekiajuli TRD, Dhekiajuli
Construction of GWC road from Samabai Samattee to Jame Mazjid (from Ch. 00.00m to Ch. 1000.00m) under SOPD-G for the year 2025-26 of District Sonitpur (Barchalla LAC)
2026_PWD_49880_1
BDTRD/SOPD-G/GWC/25-26/09
Open Tender
Civil Works
Item Rate
180 days
Barchalla
Please refer Tender Document
5 documents required · 5 mandatory
₹440
₹43,880
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
Construction Work (Road)
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (i) By Manual Means (a)In area of non thorny jungle
Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm,mixed with water at OMC and then compacted by rolling so as to achievem minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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 Technical Specification 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. 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
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