Loading
Loading…
Loading…
Tender ID
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₹12.2 CrAccepted-AOC | L1 | Accepted-AOC AWARDED | |
| 2 | L2₹12.2 Cr+₹1.2 L (0.10%)Rejected-AOC 77 BAIKUNTHAPUR LAIMEKURI JONAI DIST DHEMAJI ASSAM 787060 | LAIMEKURI | DHEMAJI | ASSAM | 787060 | L2 | Rejected-AOC NOT AWARDED |
| Sl No | Description | Qty | Unit | M/s Purbanchal Suppliers & Contractors L2 | JYOTSON CONSTRUCTION L1 |
|---|---|---|---|---|---|
| 1.00 | 1.Katharbari to Krishnapur via Ghilaguri Road 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 | 14,610.38 | Cum | 201 ₹29,36,686.7 Lowest | 201 ₹29,36,686.7 Lowest |
| 2.00 | 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.
(i) Private Land | 8.64 | Cum | 357 ₹3,084.48 Lowest | 357 ₹3,084.48 Lowest |
| 3.00 | Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 | 476.64 | Cum | 3,521 ₹16,78,249.44 Lowest | 3,521 ₹16,78,249.44 Lowest |
| 4.00 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 119.16 | Cum | 1,521 ₹1,81,242.36 Lowest | 1,521 ₹1,81,242.36 Lowest |
| 5.00 | Supply, Stitching and Laying of Non wooven Geotextile Fabric sheet of 400 gsm | 1,588.8 | Sqm | 211 ₹3,35,236.8 Lowest | 211 ₹3,35,236.8 Lowest |
| 6.00 | Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.03 m x 0.70 m) made of Geotextile 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 90m of the work site including excavation,filling Geobags 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 | 6,794 | Sqm | 221 ₹15,01,474 Lowest | 221 ₹15,01,474 Lowest |
| 7.00 | 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.
(i) For Grading I Material | 714 | Cum | 2,211 ₹15,78,654 Lowest | 2,211 ₹15,78,654 Lowest |
| 8.00 | Wet Mix Macadam
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 100 kN 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. | 995.25 | Cum | 4,844 ₹48,20,991 Lowest | 4,844 ₹48,20,991 Lowest |
| 9.00 | Prime Coat
Low porosity
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 | 5,975 | Sqm | 101 ₹6,03,475 Lowest | 101 ₹6,03,475 Lowest |
| 10.00 | Tack Coat
i) Providing and applying tack coat with Bitumen emulsion (RS-1 using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 13,475 | Sqm | 51 ₹6,87,225 Lowest | 51 ₹6,87,225 Lowest |
Tender Value
₹12.2 Cr
EMD Value
₹24.4 L
Closing Date
5 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.
Chief Engineer,PWRD
O/o the Chief Engineer PWRD,Assam,Guwahati-03
Recovery and Reconstruction of 1. Katharbari to Krishnapur via Ghilaguri Road 2.Narayanpur Chapori to Ghilaguri Road 3. Mahanibari to Chenimari Road under NDRF(PDNA-2022) for the year 2025-26
2025_PWD_49573_19
CE/Commn/192/PDNA/2025-26/02
Open Tender
Civil Works – Roads
Item Rate
60 days
Lakhimpur
Please refer Tender documents.
4 documents required · 4 mandatory
₹24,380
₹24.4 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
6 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
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1.Katharbari to Krishnapur via Ghilaguri Road 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 | 0.67 | Cum | 271.92 | ₹182.73 |
| 2 | 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.
(i) Private Land | - | Cum | 357.71 | - |
| 3 | Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally including 10 percent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 | 1 | Cum | 4,013.37 | ₹4,009.36 |
| 4 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 1 | Cum | 2,158.18 | ₹2,156.02 |
| 5 | Supply, Stitching and Laying of Non wooven Geotextile Fabric sheet of 400 gsm | 1 | Sqm | 249.9 | ₹249.65 |
| 6 | Supplying, filling and laying in loose with Geo-textile bags of Type-A (1.03 m x 0.70 m) made of Geotextile 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 90m of the work site including excavation,filling Geobags 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 | - | Sqm | 340.34 | - |
| 7 | 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.
(i) For Grading I Material | - | Cum | 2,997.46 | - |
| 8 | Wet Mix Macadam
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 100 kN 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. | - | Cum | 4,844.56 | - |
| 9 | Prime Coat
Low porosity
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 | - | Sqm | 41.89 | - |
| 10 | Tack Coat
i) Providing and applying tack coat with Bitumen emulsion (RS-1 using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | Sqm | 11.78 | - |
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 2.04 MB
Tendernotice_2.pdf
PDF • 8.39 MB
Tendernotice_3.pdf
PDF • 0.94 MB
Tendernotice_4.pdf
PDF • 0.56 MB
BOQ_78679.xls
BOQ • 1.30 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .