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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.6 LAccepted-AOC ASSAM AS | ₹28.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹28.6 LRejected-AOC | ₹28.6 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | GAUTAM CHAKRABORTY L1 | Shamim Ahmed L2 |
|---|---|---|---|---|---|
| 1.00 | 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 p g 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 | 703.08 | Cum | 271.92 ₹1.9 L | 271.91 ₹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.
Private Land | 603.75 | Cum | 357.71 ₹2.2 L | 357.71 ₹2.2 L |
| 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 Clause 401.
II) For Grading II Material | 117.19 | Cum | 2,991.5 ₹3.5 L | 2,991.66 ₹3.5 L |
| 4.00 | Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller 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 as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means- | 70.32 | Cum | 4,826 ₹3.4 L | 4,826.73 ₹3.4 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 | 937.5 | Sqm | 1,222.73 ₹11.5 L | 1,222.72 ₹11.5 L |
| 6.00 | Construction of RCC Retaining Wall :-Earthwork in excavation for structure as per drawing & technical specification clause 305.1including setting out. Construction of shoring etc .etc. In trenches with excavated suitable material Ordinary soil upto 3m depth | 47.25 | Cum | 134 ₹6,331.50 | 134.47 ₹6,353.71 |
| 7.00 | Providing concrete for plian/ reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 &1203. (B) With natural gravel (1) PCC Grade M10Nominal Mix 1:3:6 | 4.5 | Cum | 6,358 ₹28,611 | 6,357.09 ₹28,606.91 |
| 8.00 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | 52.5 | Cum | 7,877.8 ₹4.1 L | 7,879 ₹4.1 L |
| 9.00 | Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 2.56 | MT | 67,084.64 ₹1.7 L | 67,084.7 ₹1.7 L |
Updated dates
Tender Value
₹28.6 L
EMD Value
₹57,300
Closing Date
9 Jan 2026, 2:00 pmClosed
EE, PWRD, Sribhumi North and Sribhumi South TRD
O/o the EE, PWRD, Sribhumi North and Sribhumi South Territorial Road Division, Sribhumi
SNSTRD_PDNA_ET_25_26_02 Recovery and Reconstructlon of BA Road to Rupashibari Kuchirkuna via Bagua under NDRF(PDNA-2022) for the year 2025-26
2025_PWD_49726_2
SNSTRD/T-2/ PDNA/ET/15/2025-26/01
Open Tender
Civil Works
90 days
Sribhumi
Please refer Tender documents.
4 documents required · 4 mandatory
₹570
₹57,300
Yes
O/o the EE, PWRD, Sribhumi North and Sribhumi Sout
17 Mar 2026
30 Dec 2025
9 Jan 2026
30 Dec 2025
9 Jan 2026
30 Dec 2025
30 Dec 2025 - 1 Jan 2026
2 Jan 2026
Amount
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 p g 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. 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 Clause 401. II) For Grading II Material
Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller 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 as per Technical Specification Clause 405. (3) Grading - III (Screening B). 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
Construction of RCC Retaining Wall :-Earthwork in excavation for structure as per drawing & technical specification clause 305.1including setting out. Construction of shoring etc .etc. In trenches with excavated suitable material Ordinary soil upto 3m depth
Providing concrete for plian/ reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 &1203. (B) With natural gravel (1) PCC Grade M10Nominal Mix 1:3:6
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
Shamim Ahmed (BID ID -292313)
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