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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.3 CrAccepted-AOC | ₹8.3 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹8.3 Cr+₹2.8 L (0.34%)Rejected-Finance | ₹8.3 Cr+₹2.8 L (0.34%) | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Nirmal Bora L2 | M/S ANKUR ENTERPRISE L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing and grubbing of road land including uprooting wild vegetation ,grass ,bushes ,shurbs ,sapling and trees of girth up to 300 mm ,removal of stumps of such trees cut earlier and diposal of unservicible material and stacking of servicible material to be used or auctioned ,up to a lead of 1000 m as per Technical Specification Clause 201.
(I) By Manual means
(A) In area of Non-thorny jungles | 1.3 | Cum | 50,000 ₹65,000 | 45,000 ₹58,500 Lowest |
| 2.00 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical
Means: Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4. | 18,671.66 | Sqm | 7 ₹1,30,701.62 Lowest | 7 ₹1,30,701.62 Lowest |
| 3.00 | 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 lift and lead of 1000 metres as per technical specification clause 202
I. By Manual Means
(B) Cement Concete | 41.74 | Cum | 200 ₹8,348 Lowest | 200 ₹8,348 Lowest |
| 4.00 | Removal of Unserviceable Soil with Disposal cum 86.00 upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) Statement Enclosed | 345.28 | Cum | 50 ₹17,264 Lowest | 50 ₹17,264 Lowest |
| 5.00 | Excavation in Ordinary Soil (i) Excavation in Cutting in Soil by manual means with lead upto 50 m. Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical
Specification Clause 302.3 (Manual method should be adopted where machines can not be deployed due to site condition) | 3,553.13 | Cum | 90 ₹3,19,781.7 Lowest | 90 ₹3,19,781.7 Lowest |
| 6.00 | 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 | 21,636.85 | Cum | 100 ₹21,63,685 Lowest | 100 ₹21,63,685 Lowest |
| 7.00 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 (Reused of 40% excavated soil for construction of embankment) | 1,421.25 | Cum | 150 ₹2,13,187.5 Lowest | 150 ₹2,13,187.5 Lowest |
| 8.00 | 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 | 8,151 | Cum | 200 ₹16,30,200 Lowest | 200 ₹16,30,200 Lowest |
| 9.00 | 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 | 1,893.58 | Cum | 2,800 ₹53,02,024 Lowest | 2,800 ₹53,02,024 Lowest |
| 10.00 | Wet Mix Macadam (Providing, laying, spreading cum 2429.00 and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sb-base/base course | 5,846.65 | Cum | 4,500 ₹2,63,09,925 Lowest | 4,500 ₹2,63,09,925 Lowest |
Tender Value
₹8.3 Cr
EMD Value
₹16.6 L
Closing Date
25 Jul 2025, 2:00 pmClosed
CE, PWRD
CE, PWRD
MMUPPNA_RIDF_XXXI_25_26_23 Improvement of Kanchanpur to Gorajan Bazar( Kumargaon II to Balika (Khatuwal to Balika) under Mukhya Mantrir Unnoto Paki Path Nirman Achani (MMUPPNA) under RIDF-XXXI of NABARD for the year 2025-26.
2025_PWD_45399_18
CE/DEV/TB/54/2025-26/01 Dtd- 13.06.2025
Open Tender
Civil Works – Roads
Item Rate
365 days
Nagaon
Please refer Tender Documents.
5 documents required · 5 mandatory
₹16,640
₹16.6 L
Yes
CE, PWRD
21 Jan 2026
7 Jul 2025
25 Jul 2025
7 Jul 2025
25 Jul 2025
7 Jul 2025
7 Jul 2025 - 11 Jul 2025
14 Jul 2025
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