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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.9 LAccepted-AOC | ₹38.9 L | L1 | Accepted-AOC Lowest bid submitted by Mohit Rathi and Sons is accepted and contract awarded to Mohit Rathi and Sons |
| 2 | L2₹38.9 LRejected-Finance VILL BANDARHAGIPATHAR P O DHANKHANA P S MISSAMARI SONITPUR ASSAM | ₹38.9 L | L2 | Rejected-Finance Higher Bid submitted |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-Hard Copy of Bid not submitted at office |
| Sl No | Description | Qty | Unit | CHANDRA KUMAR SUBBA L2 | MOHIT RATHI & SONS L1 |
|---|---|---|---|---|---|
| 1.00 | 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. | 5,100 | Sqm | 8.27 ₹42,177 | 8.27 ₹42,177 |
| 2.00 | 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 | 4,815.6 | Cum | 258.21 ₹12.4 L | 258 ₹12.4 L |
| 3.00 | 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 | 561 | Cum | 339.68 ₹1.9 L | 339 ₹1.9 L |
| 4.00 | 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 | 789.11 | Cum | 2,628.95 ₹20.7 L | 2,628 ₹20.7 L |
| 5.00 | 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 | 25,145.24 ₹25,145.24 | 26,000.47 ₹26,000.47 |
| 6.00 | Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 55.29 | Cum | 127.69 ₹7,059.98 | 127 ₹7,021.83 |
| 7.00 | PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109 | 3.1 | Cum | 6,036.57 ₹18,713.37 | 6,036 ₹18,711.60 |
| 8.00 | Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding | 4.76 | Cum | 1,558.04 ₹7,416.27 | 1,558 ₹7,416.08 |
| 9.00 | Brick masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4) | 16.76 | Cum | 7,450.77 ₹1.2 L | 7,450 ₹1.2 L |
| 10.00 | Plain/ reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. B With Natural Gravel. II P.C.C. grade M 20 i) Nominal mix (1:2:4) | 9.45 | Cum | 6,582.14 ₹62,201.22 | 6,582 ₹62,199.90 |
Tender Value
₹38.9 L
EMD Value
₹77,740
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 NH-15 to Dina Singh House for the year 2025-26 under SOPD-G Barchalla LAC
2026_PWD_49866_1
BDTRD/SOPD-G/GWC/25-26/04
Open Tender
Civil Works
180 days
Barchalla
Please refer Tender Document
5 documents required · 5 mandatory
₹780
₹77,740
Yes
Dhekiajuli
11 May 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
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
PCC M10(1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clause 1109
Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding
Brick masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4)
Plain/ reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. B With Natural Gravel. II P.C.C. grade M 20 i) Nominal mix (1:2:4)
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. B)1000mm dia.
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 600mm dia.
Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification
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