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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.9 CrAccepted-AOC | ₹4.9 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹4.9 CrRejected-AOC 144 5B HARI NAGAR ASHRAM ASHRAM ROAD HARI NAGAR ASHRAM SOUTH DELHI DELHI 110014 UDYAM DL 09 0024874 | SOUTH EAST DELHI | DELHI | 110014 | ₹4.9 Cr | L2 | Rejected-AOC Not Awarded |
| Sl No | Description | Qty | Unit | Shree Ganesh Enterprises L2 | JYOTSON CONSTRUCTION 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 | 0.36 | Hect | 55,785.85 ₹20,082.91 | 55,785.85 ₹20,082.91 |
| 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 | 33,294.76 | Cum | 271 ₹90,22,879.15 | 271 ₹90,22,879.15 |
| 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.(i) Private Land | 732.5 | Cum | 351 ₹2,57,107.5 | 351 ₹2,57,107.5 |
| 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 Technical Specification Clause 401.
(ii) For Grading I Material | 504.38 | Cum | 3,041 ₹15,33,819.58 | 3,041 ₹15,33,819.58 |
| 5.00 | 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) | 3,362.5 | Sqm | 135 ₹4,53,937.5 | 135 ₹4,53,937.5 |
| 6.00 | WBM Grading 3
Using stone screening Type-B 11.2 mm for Gr.III
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
A By Manual Means | 252.19 | Cum | 4,771 ₹12,03,198.49 | 4,771 ₹12,03,198.49 |
| 7.00 | Inter locking concrete Block pavement
(A) Interlocking pavement block
(i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
a) Including Edge block/Edge restraints | 3,362.5 | Sqm | 1,221 ₹41,05,612.5 | 1,221 ₹41,05,612.5 |
| 8.00 | Excavation for Structures: Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved material. 1) Ordinary soil (i) up to 3m depth | 1,096.5 | Cum | 131 ₹1,43,641.5 | 131 ₹1,43,641.5 |
| 9.00 | Plain/Reinforced cement concrete in open Foundation Complete as per drawing and technical specification 8002,803,1202&1203 (A)With Crushed Stone (II) PCC Gr M15
Nominal Mix 1:2.5:5 | 76.5 | Cum | 6,251 ₹4,78,201.5 | 6,251 ₹4,78,201.5 |
| 10.00 | Plain/Reinforced cement concrete in open Foundation Complete as and per drawing technical specification Clause 8002,803,1202&1203. A. With crushed Stone. V. R.C.C. Grade M25 | 213.5 | Cum | 7,445 ₹15,89,507.5 | 7,445 ₹15,89,507.5 |
Tender Value
₹4.9 Cr
EMD Value
₹9.8 L
Closing Date
28 Jan 2026, 2:00 pmClosed
Chief Engineer,PWRD
O/o the Chief Engineer PWRD,Assam,Guwahati-03
Integrated Slope-Stabilized Road Improvement from Katharbari to Khajua Patir Tiniali via Krishnapur Chariali using RCC Cantilever Retaining Wall and Banana Fiber Geotextile-Based Bio-Mitigative Technology for Disaster Resilience in Lakhimpur District
2026_PWD_50011_5
CE/Commn/198/SDMF/2025-26/01
Open Tender
Civil Works – Roads
180 days
Lakhimpur
Please refer Tender documents.
4 documents required · 4 mandatory
₹9,835
₹9.8 L
Yes
O/o the Chief Engineer PWRD,Assam,Guwahati-03
29 Jun 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
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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 | 0.36 | Hect | 55,808.73 | ₹20,091.14 |
| 2 | 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 | 33,294.76 | Cum | 271.92 | ₹90,53,510.32 |
| 3 | 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 | 732.5 | Cum | 357.71 | ₹2,62,022.57 |
| 4 | 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 I Material | 504.38 | Cum | 3,041.22 | ₹15,33,930.54 |
| 5 | 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) | 3,362.5 | Sqm | 136.61 | ₹4,59,351.13 |
| 6 | WBM Grading 3
Using stone screening Type-B 11.2 mm for Gr.III
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
A By Manual Means | 252.19 | Cum | 4,773.46 | ₹12,03,818.88 |
| 7 | Inter locking concrete Block pavement
(A) Interlocking pavement block
(i) Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
a) Including Edge block/Edge restraints | 3,362.5 | Sqm | 1,222.73 | ₹41,11,429.63 |
| 8 | Excavation for Structures: Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with approved material. 1) Ordinary soil (i) up to 3m depth | 1,096.5 | Cum | 134.47 | ₹1,47,446.36 |
| 9 | Plain/Reinforced cement concrete in open Foundation Complete as per drawing and technical specification 8002,803,1202&1203 (A)With Crushed Stone (II) PCC Gr M15
Nominal Mix 1:2.5:5 | 76.5 | Cum | 6,250.83 | ₹4,78,188.5 |
| 10 | Plain/Reinforced cement concrete in open Foundation Complete as and per drawing technical specification Clause 8002,803,1202&1203. A. With crushed Stone. V. R.C.C. Grade M25 | 213.5 | Cum | 7,448.45 | ₹15,90,244.08 |
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