Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.6 LAdmitted-Finance | -21.23% | ₹12.6 L | L1 | Admitted-Finance |
| 2 | L2₹14.4 LAdmitted-Finance | -10.01% | ₹14.4 L | L2 | Admitted-Finance |
| 3 | L3₹14.9 LAdmitted-Finance | -6.80% | ₹14.9 L | L3 | Admitted-Finance |
| 4 | L4₹16.7 LAdmitted-Finance | +4.90% | ₹16.7 L | L4 | Admitted-Finance |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Non Responsive |
Tender Value
₹15.9 L
EMD Value
₹37,700
Closing Date
21 Apr 2026, 3:00 pmClosed
Executive Engineer Maintenance Division -II
Executive Engineer Maintenance Division -II Office of the Executive Engineer, NMPA
Modification in the first floor of the existing rest room inside fire fighting pump house No.1, Construction of Covered Shed near pump house No 1 and near control tower building at Jetty 10 at Oil jetty area, NMPA
2026_NMPT_904168_1
CIVIL/CE(C)/EE(C)/122/2025-26
Open Tender
Civil Works - Others
90 days
NMPA, PANAMBUR
As per Tender document
6 documents required · 6 mandatory
₹560
Yes
As per Tender Document
₹37,700
Yes
19 May 2026
31 Mar 2026
22 Apr 2026
31 Mar 2026
21 Apr 2026
14 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 |
|---|---|---|---|---|---|---|
| 1Description | ||||||
| 1.001 | Modification in the first floor of the existing Rest Room in side Fire Fighting Pump House No.1 | - | - | - | - | - |
| 1.01 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates | - | Cum | - | - | item1 |
Dismantling of existing structures comprising of steel work in all type of sections upto a height of 5 m above plinth level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and transportation andstacking serviceable material in Stack yard with all lifts complete as per specification. | - | Kg | - | - | item2 | |
Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm 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 | - | Cum | - | - | item3 | |
Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge | - | Sqm | - | - | item4 | |
Providing and laying vitrified floor tiles with thickness 9-10 mm in different sizes with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ m2 including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm | - | Sqm | - | - | item5 | |
Providing & fixing factory made PVC Door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet metered cut at corners & jointed 2 No.s of 150mm long brackets of 15x15mm M.S Square tube, the entire door frame to be reinforced with 19x19mm M.S Square tube of 19 gauge. The door frame to be fixed to the wall using M.S. Screws of 65/80mm size complete as per manufacturers specification & direction of Engineer-in-charge | - | Rmt | - | - | item6 | |
Providing & fixing 30mm thick factory made rigid foam Prelam Panelled Door Shutters made from M.S. tube of 19x19mm, 19 gauge for stiles and 15x15mm for top & bottom rails, covered with heat moulded Prelaminated PVC C Channel of 5mm thick sheet & 30x50mm wide to form stiles & 5mm thick & 75mm wide Prelaminated PVC Sheets for top rail, lock rail & bottom rail on either side & 5mm thick, 20mm wide cross PVC sheet as gap insert for top rail & bottom rail, Panelling of 5mm thick PVC sheet Prelaminated on either side fitted in the M.S. frame, Sealed to the stiles & rails with PVC Designer beading on either side & joined together with solvent cement adhesive etc., Complete as per manufacturers specification & direction of Engineer-in-charge fixed to frames with 3 nos of 75mm Aluminium hinges.with both side prelam | - | Sqm | - | - | item7 | |
KSRB 7.10 : Providing and fixing in position anodized aluminium windows and ventilators as per approved drawings with sliding shutters using double track window frame section of size 61.85x31.75mm. with 1.2mm thick, bottom section weight 0.695 kg/m, sides and top sections 1.3 mm. thick weight 0.659 kg/m; and shutter comprising top and bottom section of size 40mmx18mm, 1.25mm thick 0.417 kg./m; shutter outer side 40mmx18mm, 1.25mm.thick weight 0.417 kg/m, shutter interlock section 40mmx26.7mm, 1.1mm thick, weight 0.469 kg/m. the shutters mounted on nylon rollers with approved quality of fixtures such as aluminium handles tower bolts etc.; and providing and fixing 5.5mm. thick plain glass for shutters fitted with rubber beading aluminium sections using aluminium section powdered to a minimum of 60 to 70 microns with exterior durable pure polyester grade powder of approved quality. | - | Sqm | - | - | item8 | |
stage.html
html • 0.03 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.15 MB
BOQ_950369.xls
BOQ • 0.36 MB
tenderdocumentmodification.pdf
Tender Documents • 3.68 MB
Download all tender documents and submit your bid