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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 CrAccepted-AOC | ₹5.3 Cr | L1 | Accepted-AOC Awarded |
| 2 | L2₹5.3 Cr+₹22,901.10 (0.04%)Rejected-Finance | ₹5.3 Cr+₹22,901.10 (0.04%) | L2 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | Nirmal Bora L2 | M/S ANKUR ENTERPRISE L1 |
|---|---|---|---|---|---|
| 1.00 | 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 stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
By Manual Means
In area of non thorny jungle | 1.58 | Hectare | 50,000 ₹79,000 | 45,000 ₹71,100 Lowest |
| 2.00 | Dismantling of existing structures like culverts bridges retaining wall sand other Dismantling of existing structures like culverts,bridges, retaining wall sand 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. | 18.75 | Cum | 500 ₹9,375 Lowest | 500 ₹9,375 Lowest |
| 3.00 | Scarifying the existing bituminous road surface to a depth of 150mm and disposal of scarified material with a lift upto 3.0 m and lead upto 1000m as per Technical Specification Clause 301.4. | 410.45 | Sqm | 7 ₹2,873.15 Lowest | 7 ₹2,873.15 Lowest |
| 4.00 | 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 should be use where machines can not be deployed due to site condition) | 2,909.77 | Cum | 100 ₹2,90,977 Lowest | 100 ₹2,90,977 Lowest |
| 5.00 | 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
Reuse of excavated earth from roadway cutting | 872.93 | Cum | 100 ₹87,293 Lowest | 100 ₹87,293 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 | 20,130.36 | Cum | 150 ₹30,19,554 Lowest | 150 ₹30,19,554 Lowest |
| 7.00 | 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 | 1,007.62 | Cum | 200 ₹2,01,524 Lowest | 200 ₹2,01,524 Lowest |
| 8.00 | 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 | 1,529.46 | Cum | 2,800 ₹42,82,488 Lowest | 2,800 ₹42,82,488 Lowest |
| 9.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (PugMill), 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 100 kN 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.
By Mechanical Means with 1 km lead | 1,434.27 | Cum | 4,300 ₹61,67,361 Lowest | 4,300 ₹61,67,361 Lowest |
| 10.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage.
a) including Edge block/Edge restraints | 300 | Sqm | 1,250 ₹3,75,000 | 1,200 ₹3,60,000 Lowest |
Tender Value
₹5.3 Cr
EMD Value
₹10.6 L
Closing Date
25 Jul 2025, 2:00 pmClosed
CE, PWRD
CE, PWRD
MMUPPNA_RIDF_XXXI_25_26_21 Improvement and Widening of Nagaon Dakhinpat Kampur Road (From Haria RCC Bridge Approach at Borkula towards Dakhinpat) under Mukhya Mantrir Unnoto Paki Path Nirman Achani (MMUPPNA) under RIDF-XXXI of NABARD for the year 202
2025_PWD_45399_16
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
₹10,610
₹10.6 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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