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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.0 LAccepted-AOC | ₹27.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹27.1 L+₹5,001 (0.18%)Rejected-AOC SRIBANI CHAMELA BAZAR RK NAGAR KARIMGANJ PIN 788166 | KARIMGANJ | KARIMGANJ | ASSAM | 788166 | ₹27.1 L+₹5,001 (0.18%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SOURAV DAS L2 | NANDITA NATH L1 |
|---|---|---|---|---|---|
| 1.00 | Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902.(B) Mechanical Means | 773.49 | Cum | 135 ₹1,04,421.15 Lowest | 135 ₹1,04,421.15 Lowest |
| 2.00 | Construction of retaining 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. | 187.6 | Cum | 135 ₹25,326 Lowest | 135 ₹25,326 Lowest |
| 3.00 | Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification Clause 802 803 1202 & 1203. A. With crushed stone.I. P.C.C grade M 10.(i) Nominal mix 1:3:6. | 33.5 | Cum | 6,502.1 ₹2,17,820.35 | 6,342.1 ₹2,12,460.35 Lowest |
| 4.00 | Plain/Reinforced cement concrete in sub-structure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 & 1204.(A)(I) PCC grade M-15 (i) Niminal mix (1:2.5:5). | 194.3 | Cum | 6,565 ₹12,75,579.5 Lowest | 6,565 ₹12,75,579.5 Lowest |
| 5.00 | Construction of gabion 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.Ordinary soil.Upto 3 m depth | 133.42 | Cum | 135 ₹18,011.7 Lowest | 135 ₹18,011.7 Lowest |
| 6.00 | Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 | 28.42 | Cum | 2,157.77 ₹61,323.88 Lowest | 2,158.3 ₹61,338.9 |
| 7.00 | 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. | 343.98 | Cum | 2,929 ₹10,07,517.42 Lowest | 2,930 ₹10,07,861.4 |
Tender Value
₹27.0 L
EMD Value
₹54,100
Closing Date
19 Jan 2026, 2:00 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_16 Recovery and Reconstruction of road from Anipur NEC road to Netaji Nagar (Ph-I) under NDRF (PDNA-2022) for the year 2025-26.
2026_PWD_50058_16
PRTRD/RKN/PDNA/ET/2026/1302
Open Tender
Civil Works
Item Rate
90 days
RK Nagar
Please refer Tender documents.
4 documents required · 4 mandatory
₹540
₹54,100
Yes
O/o the EE, Patharkandi and RK Nagar TRD, RK Nagar
22 Jul 2026
9 Jan 2026
20 Jan 2026
10 Jan 2026
19 Jan 2026
10 Jan 2026
10 Jan 2026 - 12 Jan 2026
12 Jan 2026
Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and technical specifications Clause 1902.(B) Mechanical Means
Construction of retaining 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.
Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specification Clause 802 803 1202 & 1203. A. With crushed stone.I. P.C.C grade M 10.(i) Nominal mix 1:3:6.
Plain/Reinforced cement concrete in sub-structure complete as per drawings and technical specification clauses 802,804,805,806,807,1202 & 1204.(A)(I) PCC grade M-15 (i) Niminal mix (1:2.5:5).
Construction of gabion 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.Ordinary soil.Upto 3 m depth
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
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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