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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAccepted-Finance | ₹1.9 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹2.1 Cr+₹12.9 L (6.69%)Rejected-Finance | ₹2.1 Cr+₹12.9 L (6.69%) | L2 | Rejected-Finance L2 |
| 3 | L3₹2.1 Cr+₹14.6 L (7.54%)Rejected-Finance | ₹2.1 Cr+₹14.6 L (7.54%) | L3 | Rejected-Finance L3 |
| 4 | L4₹2.2 Cr+₹24.5 L (12.7%)Rejected-Finance | ₹2.2 Cr+₹24.5 L (12.7%) | L4 | Rejected-Finance L4 |
| 5 | L5₹2.2 Cr+₹25.5 L (13.2%)Rejected-Finance | ₹2.2 Cr+₹25.5 L (13.2%) | L5 | Rejected-Finance L5 |
Tender Value
₹2.7 Cr
EMD Value
₹6.4 L
Closing Date
25 May 2026, 3:00 pmClosed
Executive Enginner (Mtc-II), NMPA Panambur
Office of the Executive Engineer, MTC-II New Mangalore Port Authority, Panambur, Mangalore.
Providing Pavement Quality Concrete Road from Main gate to Railway crossings parallel to security compound wall
2026_NMPT_907296_1
CIVIL/CE(C)/EE(C)/14/2026-27
Open Tender
Civil Works - Roads
Percentage
120 days
NMPA Panambur
As per tender conditions
7 documents required · 7 mandatory
₹1,680
Yes
As per tender Conditions
₹6.4 L
Yes
31 Jul 2026
4 May 2026
26 May 2026
4 May 2026
25 May 2026
18 May 2026
11 May 2026 - 12 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Description | |||||
| 1.01 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area
as per direction of Engineer-in-charge | - | Cum | 2,426 | - |
| - | Demolishing Cement Concrete manually / by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. | - | Cum | 1,663 | - |
| - | Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works Above 900mm dia. The Hume pipe shall be stacked inside the wharf as per the direction of Engineer-in-charge. | - | RM | 1,374 | - |
| - | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of Stone masonry, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable with all lift and lead | - | M3 | 610 | - |
| - | Scraping of Stone from Dismantled Stone masonry | - | M3 | 1,040 | - |
| - | Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately for Bituminous course by Mechanical means | - | Cum | 322 | - |
| - | Earth work excavation by manual means for drains, canals, waste weir, draft,approach channels, key trenches, foundation of Buildings & bridges,road and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m includin including cost of labour, tools & other appurtenaces required to complete the work. Depth of cutting shall be up to 3.0m | - | M3 | 242 | - |
| - | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights,including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.50m | - | M3 | 102 | - |
| - | Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310. | - | Sqm | 4 | - |
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