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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹67.8 LAdmitted-Finance PURULIA | WEST BENGAL | 723101 | L1 | Admitted-Finance | |
| 2 | L2₹71.2 L+₹3.4 L (5.05%)Admitted-Finance 9 EZRA STREET KOLKATA 700 001 | KOLKATA | KOLKATA | WEST BENGAL | 700001 | L2 | Admitted-Finance | |
| 3 | L3₹86.8 L+₹19.0 L (28.1%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Prasur Electricals and Engineering Company L2 | CSE CONSTRUCTION INDIA PRIVATE LIMITED L1 | Mohan Mutha Infrastructures Private Limited L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation of Earthwork: Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m, directed by Engineer-in-charge. | 326.25 | CUM | 750 ₹2,44,687.5 | 700 ₹2,28,375 Lowest | 2,145 ₹6,99,806.25 |
| 2.00 | PCC Grade M15 : Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 using batching plant & Concrete pump, as per direction of the Engineer-in-charge. | 30.15 | CUM | 19,000 ₹5,72,850 | 18,000 ₹5,42,700 | 16,900 ₹5,09,535 Lowest |
| 3.00 | Reinforcement : Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications, as per direction of the Engineer-in-charge. | 4.67 | MT | 22,500 ₹1,05,075 | 21,500 ₹1,00,405 Lowest | 1,58,600 ₹7,40,662 |
| 4.00 | RCC Grade M30 : Reinforced Cement Concrete for complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & Concrete pump, as per direction of the Engineer-in-charge.
All works for Foundation | 68.85 | CUM | 25,000 ₹17,21,250 | 23,000 ₹15,83,550 | 19,500 ₹13,42,575 Lowest |
| 5.00 | RCC Grade M30 : Reinforced Cement Concrete for complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & Concrete pump, as per direction of the Engineer-in-charge.
All works for Wall & Slab etc. | 74.55 | CUM | 23,000 ₹17,14,650 | 22,500 ₹16,77,375 | 21,060 ₹15,70,023 Lowest |
| 6.00 | Backfilling with local Earth: Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification, as per direction of the Engineer-in-charge. | 51.6 | CUM | 700 ₹36,120 | 600 ₹30,960 Lowest | 1,560 ₹80,496 |
| 7.00 | Filter Media : Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification, as per direction of the Engineer-in-charge. | 108 | CUM | 7,000 ₹7,56,000 | 6,000 ₹6,48,000 Lowest | 10,075 ₹10,88,100 |
| 8.00 | Weep Holes :Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications, as per direction of the Engineer-in-charge. | 38.35 | MT | 6,500 ₹2,49,275 | 6,500 ₹2,49,275 | 1,105 ₹42,376.75 Lowest |
| 9.00 | Granular Sub-Base with Graded Material : Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401, as per direction of the Engineer-in-charge. | 64 | CUM | 6,500 ₹4,16,000 Lowest | 6,500 ₹4,16,000 Lowest | 10,400 ₹6,65,600 |
| 10.00 | Wet Mix Macadam (Plant Mix Method) : Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, as per direction of the Engineer-in-charge. | 48 | CUM | 6,500 ₹3,12,000 Lowest | 6,500 ₹3,12,000 Lowest | 10,725 ₹5,14,800 |
Tender Value
₹57.6 L
EMD Value
₹1.2 L
Closing Date
27 Oct 2025, 3:00 pmClosed
ED (P)
RO-SVP
SLOPE STABILIZATION WORKS FROM KM CH. 106.400 TO KM CH. 106.460 WITHIN JARWA I RESERVE FOREST OF NH 04 IN THE UT OF ANDAMAN AND NICOBAR ISLANDS ON ITEMS RATE BASIS IN THE FY 2025 26.
2025_NHIDC_881957_1
NHIDCL/RO/A N/FY 2025 26/02
Open Tender
Civil Works
Item Rate
RO-SVP
Please refer Tender documents.
5 documents required · 5 mandatory
₹11,800
Yes
ED (P) NHIDCL
₹1.2 L
RO-SVP
10 Nov 2025
17 Oct 2025
28 Oct 2025
17 Oct 2025
27 Oct 2025
17 Oct 2025
17 Oct 2025 - 21 Oct 2025
21 Oct 2025
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