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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-AOC VILL NORTH TOKRERCHARA PO GOLAKGANJ PS GOLAKGANJ | ₹1.5 Cr | L1 | Accepted-AOC awarded |
| 2 | L2₹1.5 Cr+₹6 (<0.01%)Rejected-AOC | ₹1.5 Cr+₹6 (<0.01%) | L2 | Rejected-AOC not awarded |
| Sl No | Description | Qty | Unit | NUR HOSSAIN L2 | MOHD. MOHIZUR RAHMAN L1 |
|---|---|---|---|---|---|
| 1.00 | 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 ,qty as per Annexure-I | 8,077.32 | Cum | 271.92 ₹21,96,384.85 Lowest | 271.92 ₹21,96,384.85 Lowest |
| 2.00 | 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 | 3,570 | Sqm | 87.7 ₹3,13,089 Lowest | 87.7 ₹3,13,089 Lowest |
| 3.00 | Construction of granular sub-base by providing close graded Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC and compacting with vibratory power roller to achieve the desired density as per Cl. 401 | 281.21 | Cum | 2,991.66 ₹8,41,294.65 Lowest | 2,991.66 ₹8,41,294.65 Lowest |
| 4.00 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906 | 6,057.5 | Sqm | 355.57 ₹21,53,865.27 Lowest | 355.57 ₹21,53,865.27 Lowest |
| 5.00 | Providing and applying primer coat with bitumen emulsion (SS-1) onprepared surfaceo fgranular base including cleaningof road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical
Specification Clause 502 | 6,057.5 | Sqm | 41.89 ₹2,53,748.68 Lowest | 41.89 ₹2,53,748.68 Lowest |
| 6.00 | Providing and applying tack coat with Bitumen emulsion(RS-1) using emulsion distributorat the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification
Clause 503. | 12,602.5 | Sqm | 14.04 ₹1,76,939.1 Lowest | 14.04 ₹1,76,939.1 Lowest |
| 7.00 | 20mm thick open-Graded Premix carpet using Bituminous Binder mixing with processed waste plastice | 12,602.5 | Sqm | 212.93 ₹26,83,450.33 Lowest | 212.93 ₹26,83,450.33 Lowest |
| 8.00 | Providing and laying seal coat sealing the voids in a bituminous surface | 12,602.5 | Sqm | 87.2 ₹10,98,938 Lowest | 87.2 ₹10,98,938 Lowest |
| 9.00 | Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.03x0.70 M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat | 13,723 | Bag | 340.34 ₹46,70,485.82 Lowest | 340.34 ₹46,70,485.82 Lowest |
| 10.00 | Supply, Stitching and Laying of Non wooven Geo textile Fabric sheet of 400 gsm) | 1,862.5 | Sqm | 249.9 ₹4,65,438.75 Lowest | 249.9 ₹4,65,438.75 Lowest |
Tender Value
₹1.5 Cr
EMD Value
₹3 L
Closing Date
5 Jan 2026, 2:00 pmClosed
Chief Engineer,PWRD
O/o the Chief Engineer PWRD,Assam,Guwahati-03
Reconstruction of Alomganj Fulkatary Road at 2nd and 3rd Km under NDRF (PDNA-2022) for the year 2025-26
2025_PWD_49573_5
CE/Commn/192/PDNA/2025-26/02
Open Tender
Civil Works – Roads
Item Rate
60 days
Dhubri
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,999
₹3 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
7 Mar 2026
23 Dec 2025
5 Jan 2026
23 Dec 2025
5 Jan 2026
23 Dec 2025
23 Dec 2025 - 5 Jan 2026
26 Dec 2025
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 ,qty as per Annexure-I
Construction of granular sub-base by providing close graded Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC and compacting with vibratory power roller to achieve the desired density as per Cl. 401
Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specification Clause 1906
Providing and applying primer coat with bitumen emulsion (SS-1) onprepared surfaceo fgranular base including cleaningof 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 distributorat the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
20mm thick open-Graded Premix carpet using Bituminous Binder mixing with processed waste plastice
Providing and laying seal coat sealing the voids in a bituminous surface
Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.03x0.70 M) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90 m of the work site including excavation, filling Geo bags with sand weighing 126.00 kg after filling, stitching the mouth of the filled bags with polypropylene or polyster complete as per technical specifications and as directed. (b) Without Boat
Supply, Stitching and Laying of Non wooven Geo textile Fabric sheet of 400 gsm)
Providing and fixing of typical PMGSY informatory sign board with logo as per MORD soecifications and drawing .Three MS plates of 1.6mm thick ,top and middile plate duly welded with MS flat iron 25x5mm size on back edges .The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm .The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos .75mmx75mm of 12SWG Sheet tubes posts duly embedded in cement concrete M15 grade blocks of 450mmx450mmx600mm,600mm below ground level.The top most diamond plate will be welded to middile plate by 47mmx47mmof 12SWG steel 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 wityh primer and two coats epoxy paint as per drawing clause 1701 and annexure 1700.1
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(ii)600mm equilateral triangle
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(iii)600mm circular
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 (iv) 800mm x 600mm rectangular
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