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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.6 LAccepted-AOC ARENGABAD CHARGOLA BAZAR DIST SRIBHUMI | SEPAHIJALA | TRIPURA | 799011 | ₹29.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹29.6 LRejected-AOC BAGADAHAR PATHARKANDI SRIBHUMI ASSAM | ₹29.6 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | KRISHNA DEBNATH L2 | RAJAN DEY L1 |
|---|---|---|---|---|---|
| 1.00 | 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 | 652.05 | Cum | 357.71 ₹2.3 L | 357.5 ₹2.3 L |
| 2.00 | 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 | 126.56 | Cum | 2,991.66 ₹3.8 L | 2,991.5 ₹3.8 L |
| 3.00 | 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- | 75.94 | Cum | 4,826.74 ₹3.7 L | 4,826.5 ₹3.7 L |
| 4.00 | 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 | 1,012.5 | Sqm | 1,222.73 ₹12.4 L | 1,222.5 ₹12.4 L |
| 5.00 | Construction of C.C Toe Wall:-Earthwork in excavation for structures as per drawing and technical specifications Clause 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 in trenches with excavated suitable material.
I. In Ordinary soil (i) Upto 3 m depth | 93.6 | Rm | 134.47 ₹12,586.39 | 134 ₹12,542.40 |
| 6.00 | Providing Providing concrete for plain/ reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A. With Natural Gravel ( II). PCC Grade M15 Nominal mix 1:2.5:5. | 15.6 | MT | 5,830.76 ₹90,959.89 | 5,830.58 ₹90,957.02 |
| 7.00 | Providing plain/reinforced concrete in Sub Structure complete as per drawings and technical specifications Clause 802, 804,805,806,807, 1202 & 1204. A. With Natural Gravel ( I). PCC Grade M15 | 101.4 | Cum | 6,167.06 ₹6.3 L | 6,167 ₹6.3 L |
| 8.00 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 | 130 | MT | 141.8 ₹18,434 | 141.5 ₹18,395 |
Updated dates
Tender Value
₹29.6 L
EMD Value
₹59,300
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_11 Recovery and Reconstruction of BA Road to Adharkuna Pt_ll under NDRF(PDNA-2022) for the year 2025-26
2025_PWD_49726_11
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
₹590
₹59,300
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 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 C.C Toe Wall:-Earthwork in excavation for structures as per drawing and technical specifications Clause 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 in trenches with excavated suitable material. I. In Ordinary soil (i) Upto 3 m depth
Providing Providing concrete for plain/ reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. A. With Natural Gravel ( II). PCC Grade M15 Nominal mix 1:2.5:5.
Providing plain/reinforced concrete in Sub Structure complete as per drawings and technical specifications Clause 802, 804,805,806,807, 1202 & 1204. A. With Natural Gravel ( I). PCC Grade M15
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
KRISHNA DEBNATH (BID ID -292278)
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