Harbour Engineering Department Tender
Everything can be found here in your one-stop destination for all types of Kerala tenders online - be it Kerala PWD tenders or an LSGD Kerala tender. Search from across the categories, cities, and authorities while having the option to download tender-related documents. Also, get to know how to register as a bidder and how to bid online for Kerala tenders.
Costs
EMD
₹ 1,00,000Document Cost
₹ 8,270Tender Fee
Refer Documents
Summary
Nabard-ridf-xxvii-additional Infrastructure Facilities Tovellayil Fh
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_HED_609137_1Bid Award Id
ViewTender No
HED/CEHED/TR/500/2023_5_1_1/1Tender Authority
Harbour Engineering Department ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
... More
OD1710/2023-2024:Casting of Cement Blocks using graded metal 40%of 75mm to 40mm,30%of 40mm to 20mm, 30%of 20mm to 6mm, using average 380kg of cement per m3 as per approved mix design of mix proportion 0.5:1:1.46:3.22 by weight of water cement,fine aggregate,coarse aggregate(specific gravity of fine aggregate and coarse aggregate should not be less than 2.73 and 2.5 respectively) and the cement shall be of 43 grade or higher minimum cube strength requirement 1) @ 7 day 20N/mm2 (2)@28 day 30N/mm2 and min density of concrete 2.5 gm /cc as per the directions of departmental officers at site.
703.13
-
-
... More
OD2938/2023-2024:Centering and shuttering for concrete block of size 2.00X1.00X1.25M including strutting and removal of formwork after curing period etc. complete and 4mm steel plates (weight - 31.40kg/m2) and 60X60X6mm angles (5.40kg/m) are used for making the formwork weight of plate (2x2x1.25+2x1x1.25)x31.40kg/m2 = 235.50kg, weight of angles = (4x2+4x1+12x1.25)x5.40kg/m = 145.80 kg, Total weight = 235.50+145.80 = 381.30. Assume hat it can be used 40 times. 381.30/40=9.53 (Based on observed data of TS 2/2018-19 for the work Valiyathura Port - Protection woks to port compound at Valiyathura in Thiruvananthapuram District Dated:03-04-2018)
1125
-
-
... More
OD2939/2023-2024:Centering and shuttering for concrete block of size 1.75X1.00X1.25M including strutting and removal of formwork after curing period etc. complete and 4mm steel plates (weight - 31.40kg/m2) and 60X60X6mm angles (5.40kg/m) are used for making the formwork weight of plate (2x1.75x1.25+2x1x1.25)x31.40kg/m2 = 215.8750kg, weight of angles = (4x1.75+4x1.00+12x1.25)x5.40kg/m = 140.40 kg, Total weight = 215.875+140.40 = 356.28. Assume hat it can be used 40 times. 356.28/40=8.91(Based on observed data of TS 2/2018-19 for the work Valiyathura Port - Protection woks to port compound at Valiyathura in Thiruvananthapuram District Dated:03-04-2018)
1031.25
-
-
... More
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
288
-
-
... More
2.16.2:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth exceeding 1.5 m but not exceeding 3 m
180
-
-
... More
OD1705/2023-2024:od5812/2021_2022 :Lifting , conveying the cement concrete blocks from stacking yard and placing<br>in position in layers in lines and levels as per the direction of departmental officers at site (Based on<br>observed data of TS 2/2018-19 for the work Valiyathura Port - Protection woks to port compoundat<br>Valiyathura in Thiruvananthapuram District Dated:03-04-2018
703.13
-
-
... More
OD1706/2023-2024:od5813/2021_2022 :Supplying and placing 220 gsm woven Geotextiles like polypropylene multi filament fabric<br>using twisted high tenacity yarn at the back side of the reclamation wall in two layers as filter including<br>providing necessary overlaps, all cost, conveyance, labour charges etc complete as per the instruction of<br>departmental officers.
450
-
-
... More
60.7.6:Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site.
144
-
-
... More
60.7.7:Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site.
144
-
-
... More
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
40.51
-
-
... More
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
12289.5
-
-
... More
GSB filling
-
-
-
... More
4.11.1: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> (i) Using naturally occuring gravel
135
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements