Harbour Engineering Department Tender
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The HED has issued a formal invitation for competitive bids for the Harbour Engineering Department project, for General-pmmsy-modernization Of Existing Fishing Harbour At Koyilandy In Kozhikode District Of Kerala Under Pmmsy - Contingencies And Pre Investigation Activates, Construction Of Vehicle Parking Area ,modernization Of Fish Handling Area And Auction in Kozhikode, Kerala, with an estimated contract value of Rs. 61,38,244. The bid opening date for this tender is 16-05-2025 and the last date for bid submission is 05-06-2025. Interested bidders for Harbour Engineering Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 50,000Document Cost
₹ 2,760Tender Fee
Refer Documents
Summary
General-pmmsy-modernization Of Existing Fishing Harbour At Koyilandy In Kozhikode District Of Kerala Under Pmmsy - Contingencies And Pre Investigation Activates, Construction Of Vehicle Parking Area ,modernization Of Fish Handling Area And Auction
Description
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Contact
Tender Id
2025_HED_764930_1Tender No
HED/CEHED/TR/184/2025_5_1_1/1Tender Authority
Harbour Engineering Department ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
GEM & Bid Advisory Services
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BOQ Items
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12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20
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OD309/2025-2026:od1664/2019_2020 :Hire charges of Hydraulic excavator of 0.5 cum bucket capacity, mounted on pontoon, for cutting and removing sand, clay, silt, debris, piece of nets, other waste or combination of two or more including removing all obstacles such as small rocks scattered granite, wood pieces, piece of net etc, from the harbour basin in all classes of soil, as per the direction of departmental officers at site including carriage charges, incidental charges and labour charges etc complete. Time of work in a day =480 min(8 hrs) Quantity in one cutting =0.50m3 Time taken for one cutting =1min Based on that, average quantity removed in a day =240m3 No of pontoon required=1No No of excavator required = 1No Rate worked out for 1 day (8 hr)- TS No: 104/2019-2020
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OD316/2025-2026:Hire Charges of JCB
32
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OD308/2025-2026:Hire charges for tipper for conveying waste and over growth vegetation
24
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OD317/2025-2026:Engaging Coolie
5
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OD318/2025-2026:Engaging Tree Climbers
5
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Construction of Vehicle parking area
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2.2:Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area
0.1
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OD10810/2024-2025:Filling with Quarry Waste Filling up low lying and water logged areas with local material/ quarry waste, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
91.25
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OD10806/2024-2025:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. Unit = cum Taking output = 300 cum
98.01
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55.23:Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.
670
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4.12: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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
280
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12.8.B.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20
17
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Construction of Vehicle parking area-Bituminous work
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5.1.2a:Prime Coat Medium porosity :- Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
2800
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5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
2800
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5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means :- Type A (II) Bitumen (S-65)
2800
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OD10888/2024-2025:Supply and fitting 1 mm thick stainless steel cover plate grade 304
840
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12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
1.05
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Contingencies , Modernization of fish handling area and Auction hall
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OD10881/2024-2025:Providing and Laying heavy duty floor tiles of 1st quality conforming IS 15622, of approved make Laid on 20mm thick cement mortar 1:4 (1 cement And 4 coarse sand ),including pointing thejoints with white cement and matching pigment etc.... complete as per the direction of engineers in charge Details of cost 1 sqm
460
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4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)
35
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OD312/2025-2026:Wearing coat on Parking area by adding extra materials of light quantity of abrasion resistantto confirm IS-1237(like Nito floor hard top) at 3 kg/m2 sprinkled in uniform over the concrete including floating hard and trowelled smooth to get a uniform hard surface and providing wiremesh impression and making necessary grooves for various joints including all cost of material labour,hire charges etc.complete.(est no 2020/642)
600
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OD630/2025-2026:SUPPLY AND INSTALLTION OF R.O PLANT OF CAPACITY 250LPH WITH RAW WATER PUMP PUMP OF SUITABLE CAPACITY SOFTNER,CARBON FILER& NECESSARY TREATMENT FOR THE FEED WATER Filtration system includes- 250 LHP skid 3/4"-304 1no , cri/LEO/Equivalant pump 1no , Ro housing 4040ukl 1 no, flow meter 500L 2no, Pressure gauge 40PSI 2no , 20" slim housing set 2no , astro panel 1-1 1no, 25 NB TMF SOLO/initiative /equivalent 1No, dosing pump -idose 1nos, membrane -40x40-film tech pro/ equivalent 1 nos, low pressure switch -donfoss 1nos, FRP Vessel -10x54-4" top-blue tata-1no , activated carbon IV 600 SP 25 Kg, sand media 2 bag, raw water pump 1nos, FRP Vessel -10x54-4" top 1no, softne resin including conveyance labour charge, installation charge all other charges etc
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OD645/2025-2026:Supply and Installation testing and Commissioning of Water Dispenser with Normal / Hot / Cold Combined (3Faucet System) 84 liters made of SS outer body Hot 4 liters SS tank and Cold 40 liters SS Tank Normal-LLDPE tank Having 130 Liters / Hour Flow Rate and Power 1000 Watts and 230V all Charges including Transportation installation and all material and Labour Charges etc
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