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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.0 LAccepted-AOC | ₹27.0 L | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹28.0 LRejected-AOC | ₹28.0 L | L2 | Rejected-AOC Higher Bid |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | Giyas Uddin Ahmed L2 | M/S DEBABRAT DAS L1 |
|---|---|---|---|---|---|
| 1.00 | Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 1,440 | Sqm | 55 ₹79,200 | 84.96 ₹1.2 L |
| 2.00 | 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 Technical Specification Clause
401.
(ii) For Grading II Material | 270 | Cum | 3,100 ₹8.4 L | 2,931.58 ₹7.9 L |
| 3.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix
macadam specification including premixing the material with water at OMC in
mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in
uniform layers in sub-base/base course on a well prepared sub-base and
compacting with smooth wheel roller of 80 to 100kN weight to achieve the
desired density including lighting, barricading and maintenance of diversion, etc
as per Tables 400.11 & 400.12 and Technical Specification Clause 406.
By Mechanical Means with 1 km lead | 225 | Cum | 4,500 ₹10.1 L | 4,330.77 ₹9.7 L |
| 4.00 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared
surface of granular base 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 | 1,800 | Sqm | 85 ₹1.5 L | 97.7 ₹1.8 L |
| 5.00 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion
distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous
surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,800 | Sqm | 18 ₹32,400 | 16.78 ₹30,204 |
| 6.00 | 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.)
With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification) With 60/70 or VG-30 grade bitumen | 45 | Cum | 13,000 ₹5.8 L | 11,635 ₹5.2 L |
| 7.00 | 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
(ii) 600mm equilateral triangle | 2 | Each | 2,878.13 ₹5,756.26 | 2,446 ₹4,892 |
| 8.00 | 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 streaksand holes and conforming to the MoSrt&H specifications | 96 | Sqm | 653.07 ₹62,694.72 | 555 ₹53,280 |
| 9.00 | 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. 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 | Nos | 27,949.02 ₹27,949.02 | 24,598.35 ₹24,598.35 |
Tender Value
₹31.8 L
EMD Value
₹63,546
Closing Date
29 Jan 2026, 2:00 pmClosed
Executive Engineer
O/o the EE, PWRD Goalpara West and Dudhnoi TRD, Lakhipur, Goalpara, PIN 783129
Recovery and Reconstruction of Narapati PWD Road (Gr-1)under NDRF (PDNA 2022) for the year 2025-26 of Goalpara District (15-Dudhnoi LAC) Package No EE/LKH/ NDRF (PDNA 2022)/2025-26/07
2026_PWD_50295_1
EE/LKH/ NDRF (PDNA 2022)/2025-26/07
Open Tender
Civil Works – Roads
Lakhipur Goalpara
Please refer tender documents
3 documents required · 3 mandatory
₹1,000
Yes
₹63,546
Yes
15 Mar 2026
17 Jan 2026
2 Feb 2026
17 Jan 2026
29 Jan 2026
19 Jan 2026
19 Jan 2026 - 29 Jan 2026
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, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base 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
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared bituminous 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.) With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification) With 60/70 or VG-30 grade bitumen
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 (ii) 600mm equilateral triangle
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 streaksand holes and conforming to the MoSrt&H specifications
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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