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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹59.7 LAdmitted-Finance | -14.59% | ₹59.7 L | L1 | Admitted-Finance |
| 2 | L2₹59.9 LAdmitted-Finance | -14.20% | ₹59.9 L | L2 | Admitted-Finance |
| 3 | L3₹61.3 LAdmitted-Finance NO 1 57 CLIFFTHI COTTAGE NEAR KALLODI BAJPE MANGALURU 574 142 | DAKSHINA KANNADA | KARNATAKA | 574142 | -12.20% | ₹61.3 L | L3 | Admitted-Finance |
| 4 | L4₹61.5 LAdmitted-Finance | -12.01% | ₹61.5 L | L4 | Admitted-Finance |
| 5 | L5₹65.9 LAdmitted-Finance BLDG NO XI 74 NEAR VALLARAM KULLANGARA TEMPLE KUNHIMANGALAM KOVVAPPURAM PO KANNUR DIST KERALA 670309 | KANNUR | KERALA | 670309 | -5.66% | ₹65.9 L | L5 | Admitted-Finance |
Tender Value
₹69.9 L
EMD Value
₹1.6 L
Closing Date
16 Apr 2026, 3:00 pmClosed
Executive Engineer (Mtc-I)
Office of the Executive Engineer, New Mangalore Port Authority, Panambur, Mangalore
Renovation of Chairmans chamber and Board Room in the first floor of Annexure to Administrative Office Building, NMPA
2026_NMPT_904550_1
CIVIL/CE(C)/EE(C)/05/2026-27
Open Tender
Civil Works
90 days
New Mangalore Port Authority, Panambur, Mangalore
As per tender document
6 documents required · 6 mandatory
₹1,120
Yes
Payable To
₹1.6 L
Yes
7 May 2026
6 Apr 2026
17 Apr 2026
6 Apr 2026
16 Apr 2026
9 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1BOQ perticulars | ||||||
| 1.01 | Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking to the appropriate disposal area as per direction of Engineer-in charge. | - | M2 | - | - | BI01010001010000000000000515BI0100001113 |
| 1.02 | Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material to the appropriate disposal area as per direction of Engineer-in-charge. | - | M2 | - | - | BI01010001010000000000000515BI0100001114 |
| 1.03 | Removing of existing old or broken wash basin / urinals/ Indian Water closet/ European Water closet and disposing it with all cost and conveyance labour for all items of work, HOM with all lead and lift, loading and unloading, transportation charges and all other incidental charges etc., complete as per specification and directions of the Engineer-in-charge of the work. | - | Each | - | - | BI01010001010000000000000515BI0100001115 |
| 1.04 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. | - | M3 | - | - | BI01010001010000000000000515BI0100001116 |
| 1.05 | Dismantling tile work in floors and roofs laid in cement mortar includ ing stacking material to the appropriate disposal area as per direction of Engineer-in-charge. | - | M2 | - | - | BI01010001010000000000000515BI0100001117 |
| 1.06 | 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. | - | M3 | - | - | BI01010001010000000000000515BI0100001118 |
| 1.07 | Providing, diluting and injecting chemical emulsion for Post-constructional antitermite treatment with Chlorpyriphos/ Lindane E.C. 20% with 1% concentration. | - | M2 | - | - | BI01010001010000000000000515BI0100001119 |
| 1.08 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc complete as per specification I.S. 3620/1979 having compressive strength not less than 3.5 N/mm2 for saturated dry samples - For Super structure in CM 1:6 | - | M3 | - | - | BI01010001010000000000000515BI0100001120 |
| 1.09 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. | - | M2 | - | - | BI01010001010000000000000515BI0100001121 |
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