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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹70.9 LAdmitted-Finance | -28.60% | ₹70.9 L | L1 | Admitted-Finance |
| 2 | L2₹72.3 LAdmitted-Finance | -27.27% | ₹72.3 L | L2 | Admitted-Finance |
| 3 | L3₹73.3 LAdmitted-Finance | -26.25% | ₹73.3 L | L3 | Admitted-Finance |
| 4 | L4₹76.3 LAdmitted-Finance | -23.20% | ₹76.3 L | L4 | Admitted-Finance |
| 5 | L5₹77.0 LAdmitted-Finance | -22.53% | ₹77.0 L | L5 | Admitted-Finance |
Tender Value
₹99.4 L
EMD Value
₹2.3 L
Closing Date
13 Feb 2026, 3:00 pmClosed
Executive Engineer
Office of the Executive Engineer Civil NMPA
Providing Pavement Quality Concrete in front of Traffic building and main gate to 30 meter road junction inside wharf area
2026_NMPT_895335_1
CIVIL/CE(C)/EE(C)/96/2025-26
Open Tender
Civil Works - Others
120 days
NMPA, Panambur
As per Tender Document
6 documents required · 6 mandatory
₹1,120
Yes
As per Tender Document
₹2.3 L
Yes
24 Apr 2026
23 Jan 2026
16 Feb 2026
23 Jan 2026
13 Feb 2026
6 Feb 2026
Removing and stacking of paver blocks, including cost of materials, removing charges,Stacking charges cost of labour, tools, usage of machinery & other appurtenaces required to complete the work.
Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately.
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.
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with manual, compacting with 8-10 t vibratory roller, finishing and curing.
Construction of M40 Grade OPC @ 420 kg/m3 un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with screed vibrator, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, steel channels, finishing to lines and grades as per drawing
Removing and shfting of damages precast slabs damaged paver blocks and other unwanted dismantled materials by using wheel mouted excavator and tipper, including cost of removing charges, transportation charges, lead upto 4KM, tools and plant and all other incidental charges complete as instucted by departement
Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, cost of centering, shuttering,labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement to be paid separately) M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates
Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/ welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification
Shfting and placing the precast slabs , including cost of shifitng charges, transportation charges, , tools and plant and all other incidental charges complete as instucted by departement
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