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.
Harbour Engineering Department - HED Tender
Civil And Construction
Building Construction
Eprocure
Opening Date31 Jan 2024
Closing Date20 Feb 2024
Tender Amount₹ 5,48,25,745
Costs
EMD
₹ 2,00,000Document Cost
₹ 11,025Tender Fee
Refer Documents
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
2024_HED_641691_2Bid Award Id
ViewTender No
HED/CEHED/TR/455/2023_12_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
Documents
BOQ Items
Construction of Wharf
-
-
-
12.22:Providing Steel Liner 10mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.
21
-
-
OD5677/2023-2024:Bored cast situ M40 grade RCC pile of 750mm dia in basin using batching plant,transit mixer and concrete pump through various strata except hard rock excluding reinforcement complete as per drawing and Technical Specification and removal of excavated earth with all lifts and lead up to 1000m including retaining of sides and cleaning the holes, labour charges including shifting plants equipment etc.complete as per drawing, detailed Specification and directions of Engineer-in-charge.(TS no.39/18-19)
945
-
-
OD5771/2023-2024:Furnishing and Placing Cast in situ Grade M40 using 20 mm broken stones for beams, facia beams and slab panels using Batching Plant, Transit Mixer and Concrete Pump in sub-structure as per drawing and Technical Specification including cost of all materials , conveyance, labour charges, formwork, watering, curing, launching of beams and slab panels in positions as per the direction of engineer in charge etc complete but excluding cost of reinforcement. Unit = cum , Taking Output = 1 cum
132
-
-
OD951/2023-2024:Supply, Fitting and Placing in position reinforcement in cages using HCR bar Reinforcement including cost of materials, labour charges, conveyance and placing the cages in bore holes providing precast cover blocks etc, complete as per Drawing and Technical Specifications and as directed by Engineer in charge excluding cost of welding charges. Unit = 1 MT Taking output = 1 MT) TS no.39/18-19
41.8
-
-
OD960/2023-2024:Supplying, fitting and placing reinforcement using HCR for the RCC works for super structure including conveying, straightening ,cutting,bending and tying in position etc.complete as per&drawing and technical specifications and the direction of engineer in charge Based on 14.2 Taking output = 1 MT (TS no.39/18-19)
23.28
-
-
14.9:Drainage Spouts complete as per drawing and Technical specification
24
-
-
OD4169/2023-2024:Providing Wearing coat on deck slab by adding extra materials of light quantity of abrasion resistant to 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 wire mesh impression and making necessary grooves for various joints including all cost of material, labour, hire charges etc. complete.(based on Approved data for 150m cargo berth at Beypore) mason for trowelling and man for sprinkling and man for providing wire mesh
373
-
-
14.24:Providing and laying of a modular strip box seal expansion joint catering to a horizontal movement beyond 140 mm and upto 210 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer /supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.
8
-
-
OD963/2023-2024:Supplying and fixing cast iron bollards as per drawing including all cost of materials, labour charges, conveyance etc complete.(TS no.39/18-19)
2925
-
-
OD965/2023-2024:Drilling holes of concrete without disturbing the remaining portion for fixing GI bolts to<br>the solid concrete of the quay to the required depth as per instructions of departmental officers at site<br>including hire charges of machinery cost of labour charges etc.compt
150
-
-
OD966/2023-2024:Supplying and fixing 600mm long 20mm dia foundation bolt with each nuts and washers fixing bollards including all cost, fixing charges etc. complete.(Sanctioned data of FHP Ponnani - Construction of Quay, Auction hall, and reclamation work)
150
-
-
OD1093/2023-2024:Supplying and fixing 8mm dia steel chain with GI coating and two coats of anticorrosive bituminous paint, to connect tyre fenders on wharf as per direction of departmental officers at site.
890
-
-
OD1092/2023-2024:Supplying and fixing used lorry tyre as fender at specified locations, excluding the cost of Chain for tying the tyre and including conveyance and labour charges etc. complete.
190
-
-
OD2486/2023-2024:Providing and fixing 16 mm dia Stainless steel bar, bent to shape with hooked ends in R.C.C. slabs including painting the exposed portion of loop, all as per standard design complete. (As per TS No. 123/2022-2023)
190
-
-
OD2491/2023-2024:Supplyig and fixing 12mm dia mild steel D Shackle (MR)
190
-
-
Side Protection Works
-
-
-
OD3685/2023-2024:60.34.6 A.S.E Reformation work- Malappuram -Supplying at site of work,granite stones20 to40 dm3 in size , including stacking for measurement.
389
-
-
60.45:Unified Data for A.S.E works - Conveyance of departmental granite stones 20 to 40 dm3 in size from stack at site and dumping in position 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 directions of the departmental Officers at site.
389
-
-
16.3.3:Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate
97
-
-
16.74.3:75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with:Stone aggregate 40 mm nominal size
795
-
-
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
1293
-
-
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
3750
-
-
OD3694/2023-2024:Lifting , conveying the cement concrete blocks 1.8 m3 from stacking yard and placing in<br>position in<br>layers in lines and levels as per the direction of departmental officers at site(Based on observed data of<br>TS 2/2018-19 for the work Valiyathura Port - Protection woks to port compound at Valiyathura in<br>Thiruvananthapuram District Dated:03-04-2018)
882
-
-
22.21:Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation.
1300
-
-
Construction of Low Level Jetty
-
-
-
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
196
-
-
4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
98
-
-
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
162
-
-
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
18700
-
-
OD4173/2023-2024:Providing anti corrossive treatment to HYSD reinforcement with fussion bonded epoxy coating (FBEC) including cost of materials labour charges coneyance to plant and etc complete. (Based on construction of fishing Harbour Vellayil)
18700
-
-
OD4170/2023-2024:Providing Wearing coat on deck slab by adding extra materials of light quantity of abrasion resistant to 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. (Based on item No.18 in Appendix A of VELLAYIL FHP in Kozhikkode District- Construction of Breakwaters, Quay Wall, Auction Hall and Providing Hygenic Arrangements, Covered Fish Loading Area Dredging and Reclamation - Phase1)
755
-
-
5.26:Providing and filling in position, blow bitumen in expansion joints.
1
-
-
OD1877/2023-2024:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by smooth wheeled roller , etc complete for improving the CBR value of subgrade
62
-
-
OD1878/2023-2024:Providing and fixing PVC pipes, as per direction of Engineer-in-Charge 200 mm dia 10Kgf/cm2 - External work (Based on 50.18.9.16.1)
32
-
-
50.18.9.4.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2
52
-
-
13.52.2:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work
5
-
-
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
1065
-
-
Construction of Auction Hall
-
-
-
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
60
-
-
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
37
-
-
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
39
-
-
4.1.4: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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)
54
-
-
OD3987/2023-2024:Providing and laying in position machine batched and machine mixed design mix M-30 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 340 kg/ cum. <br>All work upto plinth level
122.28
-
-
OD3988/2023-2024:Sinking of well up to initial depth of 3.00 m in all soils other than rocks to lines and levels and plumb by scooping out from inside and below the steining including use of dredgers or any other appliance, hire and labour for kentledge, jetting, dewatering, blasting, vibrating or any other method including removal of obstacles and dumping the soil to a distance of 150m including cost, conveyance, lead, lift of all materials, labour etc. complete as directed by Engineer in charge.
146
-
-
OD3990/2023-2024:60.2.3 Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
120
-
-
OD3989/2023-2024:Supplying and filling 6 mm broken stone and sand in ratio 7:3 in well foundation including watering, ramming consolidating etc complete.
134
-
-
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
24
-
-
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
16
-
-
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
75.2
-
-
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
13522
-
-
5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more
8040
-
-
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
111
-
-
50.6.1.4:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
8
-
-
5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining
1085
-
-
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
37
-
-
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
220
-
-
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
355
-
-
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
405
-
-
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide
118
-
-
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
465
-
-
13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)
920
-
-
13.47.1:Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
1341
-
-
11.41.3:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 800x 800 mm
30
-
-
11.4:52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete
339
-
-
12.41.2:Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter
35
-
-
Construction of Drainage System
-
-
-
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
182
-
-
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
37
-
-
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
13
-
-
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
66
-
-
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
4
-
-
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
600
-
-
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
4870
-
-
10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
1280
-
-
Contingencies - Construction of Parking area
-
-
-
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
300
-
-
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
100
-
-
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
153
-
-
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
3060
-
-
5.28:Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints.
690
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements