Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 CrAccepted-AOC | ₹3.2 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹3.2 Cr+₹3.6 L (1.13%)Rejected-AOC | ₹3.2 Cr+₹3.6 L (1.13%) | L2 | Rejected-AOC Not Awarded |
| Sl No | Description | Qty | Unit | CHANDAN HALOI | M/S JMK CONSTRUCTION & SUPPLIER |
|---|---|---|---|---|---|
| 1.00 | Dismantling of existing structures like culverts bridges retaining walls and other structure comprising of masonry, cement concrete, woodwork, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
By Mechanical Means Reinforced Cement Concrete | 252 | Cum | 2,52,000 ₹2,52,000 | 1,78,542 ₹1,78,542 Lowest |
| 2.00 | Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. By Mechanical Means Bituminous Courses | 340.8 | Cum | 90,346.08 ₹90,346.08 Lowest | 90,346.08 ₹90,346.08 Lowest |
| 3.00 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Sandy material | 420 | Cum | 10,50,000 ₹10,50,000 | 7,63,329 ₹7,63,329 Lowest |
| 4.00 | Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 592.8 | Cum | 1,49,984.33 ₹1,49,984.33 Lowest | 1,49,984.33 ₹1,49,984.33 Lowest |
| 5.00 | 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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 'Private Land | 566.03 | Cum | 1,46,154.61 ₹1,46,154.61 Lowest | 1,46,154.61 ₹1,46,154.61 Lowest |
| 6.00 | Construction of Subgrade and Earthen Shoulders (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) From Private land . | 1,382.16 | Cum | 4,69,492.11 ₹4,69,492.11 Lowest | 4,69,492.11 ₹4,69,492.11 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. (ii) for grading II material | 1,017.29 | Cum | 32,21,625.18 ₹32,21,625.18 Lowest | 32,21,625.18 ₹32,21,625.18 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 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. | 1,151.8 | Cum | 43,25,884.37 ₹43,25,884.37 Lowest | 43,25,884.37 ₹43,25,884.37 Lowest |
| 9.00 | Prime Coat : 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. | 4,607.19 | Sqm | 2,25,429.81 ₹2,25,429.81 Lowest | 2,25,429.81 ₹2,25,429.81 Lowest |
| 10.00 | Tack Coat : 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. | 9,214.38 | Sqm | 1,03,108.91 ₹1,03,108.91 Lowest | 1,03,108.91 ₹1,03,108.91 Lowest |
Tender Value
₹3.2 Cr
EMD Value
₹6.4 L
Closing Date
28 May 2026, 12:00 pmClosed
EE PWRD Jalukbari TRD Fancy Bazar Ghy 01
EE PWRD Jalukbari TRD Fancy Bazar Ghy 01
Construction of approach road connecting to Unity Mall near ISBT Guwahati under SOPD G for the year 2025 26
2026_PWD_52375_1
CS/JTRD/SOPD-G/172/2025-26
Open Tender
Civil Works – Roads
Item Rate
180 days
ISBT
Please refer Tender documents.
3 documents required · 3 mandatory
₹6,500
Yes
₹6.4 L
Yes
EE PWRD Jalukbari TRD Fancy Bazar Ghy 01
4 Jun 2026
15 May 2026
28 May 2026
15 May 2026
28 May 2026
21 May 2026
18 May 2026 - 19 May 2026
21 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of existing structures like culverts bridges retaining walls and other structure comprising of masonry, cement concrete, woodwork, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
By Mechanical Means Reinforced Cement Concrete | - | Cum | - | - |
| 2 | Dismantling of Flexible Pavements Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202. By Mechanical Means Bituminous Courses | - | Cum | - | - |
| 3 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Sandy material | - | Cum | - | - |
| 4 | Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 1 | Cum | - | - |
| 5 | 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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 'Private Land | 1 | Cum | - | - |
| 6 | Construction of Subgrade and Earthen Shoulders (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) From Private land . | - | Cum | - | - |
| 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. (ii) for grading II material | 1 | Cum | - | - |
| 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 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. | 1 | Cum | - | - |
| 9 | Prime Coat : 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. | 1 | Sqm | - | - |
| 10 | Tack Coat : 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. | 1 | Sqm | - | - |
stage.html
html • 0.04 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.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 • 0.43 MB
SBD.pdf
Tender Documents • 4.31 MB
FOB.pdf
Additional Documents • 0.32 MB
BOQ_82797.xls
BOQ • 0.35 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 .