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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₹3.8 CrAccepted-AOC HOLLOTUP HOUSE NO 54 CITY TOWN DOOMDOOMA P O HOLLOTUP P S DOOMDOOMA DISTRICT TINSUKIA PIN 786150 | TINSUKIA | ASSAM | 786150 | L1 | Accepted-AOC Awarded |
| Sl No | Description | Qty | Unit | Prashanta Gohain L1 |
|---|---|---|---|---|
| 1.00 | 1) NH-15 to Rongajan Namghar
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201. | 0.94 | Hact | 28,718.27 ₹26,995.17 Lowest |
| 2.00 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, 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.
PCC | 9.8 | cu.m | 449.18 ₹4,401.96 Lowest |
| 3.00 | Removal of Hume Pipes
Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specification of Rural Roads.
Above 900 mm dia Hume pipe | 15 | Rm. | 440.14 ₹6,602.1 Lowest |
| 4.00 | Compacting original ground supporting subgrade- Loosening of the groundupto a level of 300 mm below the subgrade level eatered graded and compacted in layers to meet requirment of table 300.1and 300.2 for subgrade construction as per technical Specification Clause303.5.2 | 1,872 | cum | 36.16 ₹67,691.52 Lowest |
| 5.00 | Construction of embankm.ent 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 | 3,930.72 | cum | 258.21 ₹10,14,951.21 Lowest |
| 6.00 | 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 | 1,289.1 | cum | 339.68 ₹4,37,881.49 Lowest |
| 7.00 | GSB.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 | 886.28 | cum | 2,840.82 ₹25,17,761.95 Lowest |
| 8.00 | Grading -II. 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
(A) By Manual Means | 443.14 | cum | 4,561.43 ₹20,21,352.09 Lowest |
| 9.00 | Grading - 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 | 443.14 | cum | 4,583.37 ₹20,31,074.58 Lowest |
| 10.00 | 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 | 5,908.5 | Sqm | 39.78 ₹2,35,040.13 Lowest |
Tender Value
₹3.8 Cr
EMD Value
₹7.6 L
Closing Date
22 Dec 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
CE, PWRD
CE, PWRD
MMPPNA_RIDF_XXXI_25_26_233 Construction of (1) road from NH -15 Rongajan Namghar Via Athengia road (2) road from Makum Ali line to NH-15 Bypass road (3) Badleveta Kherbari Line road (4) road from Kalahandi Line to Doidam G.P.Office road under Mukhya
2025_PWD_49312_2
CE/DEV/TB/60/2025-26/60 Dtd- 09.12.2025
Open Tender
Civil Works – Roads
Item Rate
365 days
Doomdooma
Please refer Tender Documents
5 documents required · 5 mandatory
₹7,560
₹7.6 L
Yes
CE, PWRD
19 Feb 2026
12 Dec 2025
22 Dec 2025
12 Dec 2025
22 Dec 2025
12 Dec 2025
12 Dec 2025 - 15 Dec 2025
16 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 1) NH-15 to Rongajan Namghar
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and of serviceable material to be used or auctioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification Clause 201. | 0.94 | Hact | 28,718.27 | ₹26,995.17 |
| 2 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, 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.
PCC | 9.8 | cu.m | 449.18 | ₹4,401.96 |
| 3 | Removal of Hume Pipes
Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specification of Rural Roads.
Above 900 mm dia Hume pipe | 15 | Rm. | 440.14 | ₹6,602.1 |
| 4 | Compacting original ground supporting subgrade- Loosening of the groundupto a level of 300 mm below the subgrade level eatered graded and compacted in layers to meet requirment of table 300.1and 300.2 for subgrade construction as per technical Specification Clause303.5.2 | 1,872 | cum | 36.16 | ₹67,691.52 |
| 5 | Construction of embankm.ent 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 | 3,930.72 | cum | 258.21 | ₹10,14,951.21 |
| 6 | 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 | 1,289.1 | cum | 339.68 | ₹4,37,881.49 |
| 7 | GSB.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 | 886.28 | cum | 2,840.82 | ₹25,17,761.95 |
| 8 | Grading -II. 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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
(A) By Manual Means | 443.14 | cum | 4,561.43 | ₹20,21,352.09 |
| 9 | Grading - 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 | 443.14 | cum | 4,583.37 | ₹20,31,074.58 |
| 10 | 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 | 5,908.5 | Sqm | 39.78 | ₹2,35,040.13 |
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