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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-Finance | ₹1.5 Cr | L1 | Accepted-Finance Work is allotted to L1 Bidder |
| 2 | L2₹1.5 Cr+₹500 (<0.01%)Rejected-Finance SOUTH HAIBORGAON NAGAON DIST NAGAON ASSAM | NAGAON | ASSAM | 782001 | ₹1.5 Cr+₹500 (<0.01%) | L2 | Rejected-Finance Work is allotted to L1 Bidder |
| Sl No | Description | Qty | Unit | Ashok Kr Agarwala L1 | Sri Pradip Kumar Nath L2 |
|---|---|---|---|---|---|
| 1.00Dismantling of Structures | |||||
| 2.00 | Dismantling of existing structure like culverts, bridges, retaining walls and other structures comprising of masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202 By Mechanical Means Reinforced Cement Concrete- Existing Main RCC Drain and Connecting RCC Drain (Bed) | 106.2 | CUM | 265 ₹28,143 Lowest | 265 ₹28,143 Lowest |
| 3.00 | Wall | 106.2 | CUM | 265 ₹28,143 Lowest | 265 ₹28,143 Lowest |
| 4.00 | Slab | 106.2 | CUM | 209 ₹22,195.8 Lowest | 209 ₹22,195.8 Lowest |
| 5.00 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 By Mechanical means , bituminous courses Ch. 0.00.00 M to 10.00.00 M= 10.00 M | 12 | CUM | 350 ₹4,200 Lowest | 350 ₹4,200 Lowest |
| 6.00 | CH.115.00 M to 125.00 M= 10.00 M | 12 | CUM | 350 ₹4,200 Lowest | 350 ₹4,200 Lowest |
| 7.00 | Dismantling of flexible pavements | 212.4 | CUM | 356 ₹75,614.4 Lowest | 356 ₹75,614.4 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 | 118.2 | CUM | 2,980 ₹3,52,236 Lowest | 2,980 ₹3,52,236 Lowest |
| 9.00 | Wet Mix Macadem 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 & 400.012 and Technical Specification Clause 406. | 118.2 | CUM | 4,200 ₹4,96,440 Lowest | 4,200 ₹4,96,440 Lowest |
| 10.00Interlocking Concrete Block Pavement | |||||
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
6 Jul 2026, 2:00 pmClosed
Executive Officer
Nagaon Municipal Board Nagaon Assam
Construction of RCC drain outlet from Bohagi Hotel to Sewerage Treatment Plant (STP) (Right Side) under 15th FC tied grant for the year 2025-26
2026_UDD_52834_1
NMB.X-62(Part)/15th FC Tied/2025-26/381
Open Tender
Civil Works
Item Rate
180 days
Nagaon
Please refer Tender documents.
5 documents required · 5 mandatory
₹3,035
Yes
₹3.0 L
Yes
14 Jul 2026
22 Jun 2026
6 Jul 2026
22 Jun 2026
6 Jul 2026
22 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of Structures | - | - | - | - |
| 2 | Dismantling of existing structure like culverts, bridges, retaining walls and other structures comprising of masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202 By Mechanical Means Reinforced Cement Concrete- Existing Main RCC Drain and Connecting RCC Drain (Bed) | - | CUM | 209 | - |
| 3 | Wall | - | CUM | 209 | - |
| 4 | Slab | - | CUM | 209 | - |
| 5 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specifications Clause 202 By Mechanical means , bituminous courses Ch. 0.00.00 M to 10.00.00 M= 10.00 M | - | CUM | - | - |
| 6 | CH.115.00 M to 125.00 M= 10.00 M | - | CUM | - | - |
| 7 | Dismantling of flexible pavements | - | CUM | 234.6 | - |
| 8 | 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 | - | CUM | 2,514 | - |
| 9 | Wet Mix Macadem 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 & 400.012 and Technical Specification Clause 406. | - | CUM | 3,872 | - |
| 10 | Interlocking Concrete Block Pavement | - | - | - | - |
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