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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 CrAccepted-AOC 144 5B HARI NAGAR ASHRAM ASHRAM ROAD HARI NAGAR ASHRAM SOUTH DELHI DELHI 110014 UDYAM DL 09 0024874 | SOUTH EAST DELHI | DELHI | 110014 | ₹3.6 Cr | L1 | Accepted-AOC awarded |
| 2 | L2₹3.6 CrRejected-AOC BAIKUNTHAPUR HOUSE NO 77 PO LAIMEKURI PS JONAI DISTRICT DHEMAJI PIN 787060 | DHEMAJI | DHEMAJI | ASSAM | 787060 | ₹3.6 Cr | L2 | Rejected-AOC Not awarded |
| Sl No | Description | Qty | Unit | M/s Purbanchal Suppliers & Contractors L2 | Shree Ganesh Enterprises L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing road land including uprooting wild vegatation ,grass, bushes,shrubs,saplins 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 lead of 1000 m etc. as per technical specification cl 201 (i) By Manual means (B) In area of non thorny jungle | 0.92 | Hectare | 2,00,000 ₹1.8 L | 2,00,000 ₹1.8 L |
| 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 | 45,890.7 | Cum | 231 ₹1.1 Cr | 231 ₹1.1 Cr |
| 3.00 | 16.3 Wooven Jute Geo Textile for River Bank Protection: (Supplying, testing and installation of 100cm wide woven jute geotextiles(JGT) 627 gm/sq.m posseing tensile strength of 20kn/m (+10%,-5% tolerance) with a porometry around 150 to 400 microns and thickness 2 mm for application in river bank protection work. Jute fabric to be laid with overlaps of 100mm crosswise and 300 mm longitudinally duly secured by U shaped MS staples (11 gauge)/ round head country nail of 150mm length at an interval of 750mm as per direction of the engineer-incharge). (Rates F.O.R Guwahati)(Coir Geotextile to be used in place of Jute Geo Textile) | 3,066.42 | Sqm | 151 ₹4.6 L | 151 ₹4.6 L |
| 4.00 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A. Granular material | 919.93 | Cum | 1,513 ₹13.9 L | 1,511 ₹13.9 L |
| 5.00 | Turfing with Sods
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309 | 3,066.41 | Sqm | 26 ₹79,726.69 | 25 ₹76,660.28 |
| 6.00 | Providing and laying of boulder apron laid in wire crates with 4mm dia Gl wire conforming to 15:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally including 10 percent extra for C laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 | 511.07 | Cum | 4,351 ₹22.2 L | 4,351 ₹22.2 L |
| 7.00 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 574.95 | Cum | 2,151 ₹12.4 L | 2,151 ₹12.4 L |
| 8.00 | Supply, Stitching and Laying of Non wooven Geotextile Fabric sheet of 400 gsm | 7,666.05 | Sqm | 475 ₹36.4 L | 475 ₹36.4 L |
| 9.00 | 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 | 45,027.68 | Bags | 341 ₹1.5 Cr | 341 ₹1.5 Cr |
| 10.00 | Non-structural measures Local Awareness Programme Providing , arranging local awareness programme complete as directed by the Department. | 1 | Each | 3,57,000 ₹3.6 L | 3,57,000 ₹3.6 L |
Tender Value
₹3.6 Cr
EMD Value
₹7.2 L
Closing Date
28 Jan 2026, 2:00 pmClosed
Chief Engineer,PWRD
O/o the Chief Engineer PWRD,Assam,Guwahati-03
Strengthening and Improvement of Road over Brahmaputra Dyke from Tekeliphuta to Lutachur using Jute Geotextile and Geobags for Mitigation of Piping-Induced Flood Risk under SDMF for the year 2025-26 in Lakhimpur District.
2026_PWD_50011_2
CE/Commn/198/SDMF/2025-26/01
Open Tender
Civil Works – Roads
180 days
Lakhimpur
Please refer Tender documents.
4 documents required · 4 mandatory
₹7,192
₹7.2 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
29 Apr 2026
7 Jan 2026
28 Jan 2026
7 Jan 2026
28 Jan 2026
7 Jan 2026
7 Jan 2026 - 28 Jan 2026
21 Jan 2026
Clearing and grubbing road land including uprooting wild vegatation ,grass, bushes,shrubs,saplins 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 lead of 1000 m etc. as per technical specification cl 201 (i) By Manual means (B) In area of non thorny jungle
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
16.3 Wooven Jute Geo Textile for River Bank Protection: (Supplying, testing and installation of 100cm wide woven jute geotextiles(JGT) 627 gm/sq.m posseing tensile strength of 20kn/m (+10%,-5% tolerance) with a porometry around 150 to 400 microns and thickness 2 mm for application in river bank protection work. Jute fabric to be laid with overlaps of 100mm crosswise and 300 mm longitudinally duly secured by U shaped MS staples (11 gauge)/ round head country nail of 150mm length at an interval of 750mm as per direction of the engineer-incharge). (Rates F.O.R Guwahati)(Coir Geotextile to be used in place of Jute Geo Textile)
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A. Granular material
Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309
Providing and laying of boulder apron laid in wire crates with 4mm dia Gl wire conforming to 15:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally including 10 percent extra for C laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
Supply, Stitching and Laying of Non wooven Geotextile Fabric sheet of 400 gsm
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
Non-structural measures Local Awareness Programme Providing , arranging local awareness programme complete as directed by the Department.
Vetting Charge 1% for IIT Guwahati Quated rate of bidder at calumn No. (B ) should be same as mentioned in the column (6)
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