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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.6 LAccepted-AOC | ₹20.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹20.6 LRejected-AOC | ₹20.6 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | UTTAM KUMAR SINHA L1 | BISHNU SHARMA L2 |
|---|---|---|---|---|---|
| 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 | 535.76 | Cum | 135 ₹72,327.60 | 135 ₹72,327.60 |
| 2.00 | Construction of granular sub-base by providing well graded material, spreading in uniform layers by tracktor with grading attachment 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 materials . | 39.11 | Cum | 3,000 ₹1.2 L | 3,000 ₹1.2 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 Tech. Sp Cl. 405. (3) Grading - III (Screening B). A) By Manual Means- | 24.51 | Cum | 4,800 ₹1.2 L | 4,800 ₹1.2 L |
| 4.00 | Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 including carriage.(a) including Edge block/Edge restraints | 419.75 | Sqm | 1,230 ₹5.2 L | 1,230 ₹5.2 L |
| 5.00 | Construction of stone masonary 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. | 96.34 | Cum | 135 ₹13,005.90 | 135 ₹13,005.90 |
| 6.00 | 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. | 12.6 | Cum | 6,300 ₹79,380 | 6,300 ₹79,380 |
| 7.00 | Stone masonry work in cement mortar in foundation (iii) Random Rubble Masonry, In 1:3 Cement Mortar | 58.63 | Cum | 7,000 ₹4.1 L | 7,000 ₹4.1 L |
| 8.00 | Stone masonry work in cement mortar in sub-structure (iii) Random Rubble Masonry, In 1:3 Cement Mortar | 66.05 | Cum | 6,700 ₹4.4 L | 6,700 ₹4.4 L |
| 9.00 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 | 108 | Cum | 1,900 ₹2.1 L | 1,900 ₹2.1 L |
| 10.00 | Repairing of HP culvert- Brick masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100. (in prop. 1:4) | 10 | Cum | 7,799.99 ₹77,999.90 | 8,299.95 ₹82,999.48 |
Updated dates
Tender Value
₹20.6 L
EMD Value
₹41,200
Closing Date
22 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_09 Recovery and reconstruction of road from NH-8 at Dewlakhal Model School to Bolaigaon Telengabasti in Patharkandi LAC under NDRF (PDNA-2022) for the year 2025-26.
2026_PWD_50058_9
PRTRD/RKN/PDNA/ET/2026/1302
Open Tender
Civil Works
90 days
RK Nagar
Please refer Tender documents.
4 documents required · 4 mandatory
₹410
₹41,200
Yes
O/o the EE, Patharkandi and RK Nagar TRD, RK Nagar
20 Apr 2026
9 Jan 2026
28 Jan 2026
10 Jan 2026
22 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 granular sub-base by providing well graded material, spreading in uniform layers by tracktor with grading attachment 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 materials .
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 Tech. Sp Cl. 405. (3) Grading - III (Screening B). A) By Manual Means-
Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 including carriage.(a) including Edge block/Edge restraints
Construction of stone masonary 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.
Stone masonry work in cement mortar in foundation (iii) Random Rubble Masonry, In 1:3 Cement Mortar
Stone masonry work in cement mortar in sub-structure (iii) Random Rubble Masonry, In 1:3 Cement Mortar
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
Repairing of HP culvert- Brick masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100. (in prop. 1:4)
Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification
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