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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹43.6 LAccepted-AOC SRIBANI CHAMELA BAZAR RK NAGAR KARIMGANJ PIN 788166 | KARIMGANJ | KARIMGANJ | ASSAM | 788166 | ₹43.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹43.6 LRejected-AOC | ₹43.6 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SOURAV DAS L1 | NANDITA NATH L2 |
|---|---|---|---|---|---|
| 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.(i) Private Land (For rstoration of side slopes of bridge approaches) | 1,176.55 | Cum | 393 ₹4.6 L | 393 ₹4.6 L |
| 2.00 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302(A) Stone/Boulder | 297 | Cum | 1,959 ₹5.8 L | 1,959 ₹5.8 L |
| 3.00 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302. | 148.5 | Cum | 2,160 ₹3.2 L | 2,159.92 ₹3.2 L |
| 4.00 | Excavation for Structures
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.Ordinary soil.Upto 3 m depth | 387.25 | Sqm | 135 ₹52,278.79 | 135 ₹52,278.79 |
| 5.00 | Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in S.W.G. Wire mesh of 10 cm x 10 cm (woven diagonally) 4mm dia i/c packing with small size stone spalls and carrying of boulders from a lead of 50 mtr and lift up to 1.5 mtr i/c lying properly the mesh by cutting the mouth and hoisting of wire where felt necessary as per direction of Engineer-in-Charge technical specifications Clause 1301. | 1,003.86 | Cum | 2,928.45 ₹29.4 L | 2,931.45 ₹29.4 L |
Updated dates
Tender Value
₹43.6 L
EMD Value
₹87,100
Closing Date
28 Jan 2026, 4:00 pmClosed
EE, Patharkandi and RK Nagar TRD, RK Nagar
O/o the EE, Patharkandi and RK Nagar TRD, RK Nagar
PRTRD_PDNA_ET_25_26_17 Recovery and Reconstruction of approach of RCC Bridge No.2/1, 4/1 and 4/2 on Chandkhani to Pollysree road under NDRF (PDNA-2022) for the year 2025-26.
2026_PWD_50058_17
PRTRD/RKN/PDNA/ET/2026/1302
Open Tender
Civil Works
90 days
RK Nagar
Please refer Tender documents.
4 documents required · 4 mandatory
₹870
₹87,100
Yes
O/o the EE, Patharkandi and RK Nagar TRD, RK Nagar
2 Jun 2026
9 Jan 2026
29 Jan 2026
10 Jan 2026
28 Jan 2026
10 Jan 2026
10 Jan 2026 - 12 Jan 2026
12 Jan 2026
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 (For rstoration of side slopes of bridge approaches)
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302(A) Stone/Boulder
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302.
Excavation for Structures 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.Ordinary soil.Upto 3 m depth
Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in S.W.G. Wire mesh of 10 cm x 10 cm (woven diagonally) 4mm dia i/c packing with small size stone spalls and carrying of boulders from a lead of 50 mtr and lift up to 1.5 mtr i/c lying properly the mesh by cutting the mouth and hoisting of wire where felt necessary as per direction of Engineer-in-Charge technical specifications Clause 1301.
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