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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.0 LAccepted-AOC | ₹30.0 L | L1 | Accepted-AOC Lowest quoted rate |
| 2 | L2₹30.2 LRejected-AOC SOUTH HAIBORGAON NAGAON DIST NAGAON ASSAM | NAGAON | ASSAM | 782001 | ₹30.2 L | L2 | Rejected-AOC Higher rate |
| Sl No | Description | Qty | Unit | Sri Pradip Kumar Nath L2 | Babu Borah L1 |
|---|---|---|---|---|---|
| 1.00 | 3_ Recovery & Reconstruction of Ujagaon to Tiniguri Gaon Road under NDRF (PDNA-2022_) for the year 2025-26_.
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 | 879.85 | Cum | 271.92 ₹2.4 L | 220 ₹1.9 L |
| 2.00 | 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 | 204.95 | Cum | 357.71 ₹73,313.74 | 350 ₹71,733.55 |
| 3.00 | 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 | 45.28 | Cum | 3,200 ₹1.4 L | 2,990 ₹1.4 L |
| 4.00 | 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 | 22.64 | Cum | 5,100 ₹1.2 L | 4,800 ₹1.1 L |
| 5.00 | 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 | 301.88 | Sqm | 1,250 ₹3.8 L | 1,220 ₹3.7 L |
| 6.00 | Earth work in excavation of foundation of structures as per drawing and technical specifications clauses 305.1 including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of sides and bottom and backfilling with in tranches with excavated suitable material. Ordinary Soil, A. Manual Means (Without dewatering) | 192.94 | Cum | 134.47 ₹25,945.13 | 130 ₹25,082.67 |
| 7.00 | Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203. (A) with Crushed Stone, (I) PCC Grade M-10, Nominal Mix. | 17.64 | Cum | 6,357.1 ₹1.1 L | 6,300 ₹1.1 L |
| 8.00 | Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203. (A) with Crushed Stone,
II) PCC Grade M15, Nominal Mix | 38.56 | Cum | 6,207.16 ₹2.4 L | 6,200 ₹2.4 L |
| 9.00 | Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203. (A) with Crushed Stone,
III)RCC Grade M20, Nominal Mix | 40.92 | Cum | 7,018.14 ₹2.9 L | 7,000 ₹2.9 L |
| 10.00 | Plain/reinforced concrete in sub structure complete as per drawing and Technical specifications Clause 802, 804, 805, 806, 807, 1202, & 1204. (A) with crushed stone.
(I) PCC Grade M15, Nominal Mix | 38.43 | Cum | 6,565.23 ₹2.5 L | 6,500 ₹2.5 L |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
17 Jan 2026, 2:00 pmClosed
EE NBRBTRD Nagaon
Oo the EE NBRBTRD Nagaon
Recovery and Reconstruction of Ujagaon to Tiniguri Gaon Road under NDRF (PDNA-2022) for the year 202526
2025_PWD_49801_1
N-BRBTRD/NDRF/2025-26/03
Open Tender
Civil Works
Barhampur
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
₹60,000
Yes
Oo the EE NBRBTRD Nagaon
27 Mar 2026
31 Dec 2025
17 Jan 2026
31 Dec 2025
17 Jan 2026
31 Dec 2025
31 Dec 2025 - 17 Jan 2026
7 Jan 2026
3_ Recovery & Reconstruction of Ujagaon to Tiniguri Gaon Road under NDRF (PDNA-2022_) for the year 2025-26_. 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
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
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
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
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
Earth work in excavation of foundation of structures as per drawing and technical specifications clauses 305.1 including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of sides and bottom and backfilling with in tranches with excavated suitable material. Ordinary Soil, A. Manual Means (Without dewatering)
Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203. (A) with Crushed Stone, (I) PCC Grade M-10, Nominal Mix.
Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203. (A) with Crushed Stone, II) PCC Grade M15, Nominal Mix
Providing concrete for Plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203. (A) with Crushed Stone, III)RCC Grade M20, Nominal Mix
Plain/reinforced concrete in sub structure complete as per drawing and Technical specifications Clause 802, 804, 805, 806, 807, 1202, & 1204. (A) with crushed stone. (I) PCC Grade M15, Nominal Mix
Plain/reinforced concrete in sub structure complete as per drawing and Technical specifications Clause 802, 804, 805, 806, 807, 1202, & 1204. (A) with crushed stone. (II) (II) RCC Grade M20, Nominal Mix.
Providing and laying reinforced cement concrete in super structure as per drawing and Technical specifications Clauses 800, 1205.4 and 1205.5. (A) with crushed stone. (I) RCC Grade M20, Nominal Mix height upto 5.00 mtr.
Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications clauses 1002, 1010 and 1202.
Providing weep holes in brick masonary, Plain/Reinforced concrete abutment, wing wall/return wall with 100mm dia AC pipe,extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical specification clause 1204.3.8 I) Granular material
Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as pee drawing and technical specifications clauses 800, 900 and 1208.
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