Harbour Engineering Department Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,760Tender Fee
Refer Documents
Summary
Nabard Ridf Xxviii Modernisation Of Alappad Azheekal Fishing Harbour In Kollam District Overhead Tank And Water Supply Arrangements
Description
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Contact
Tender Id
2025_HED_736117_1Tender No
HED/CEHED/TR/699/2024_5_1_1/1Tender Authority
Harbour Engineering Department ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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BOQ Items
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OD3781/2024-2025:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap to carry a safe working load not less than specified with minimum cement content of 400 kg/m3, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution, using pile driving platform and accessories and temporary casing of appropriate length for setting out and removal of same, and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).<br>700 mm dia piles. [based on item 20.2.6 of CPWD spec, approved TS of HED vide price id 2017/765]. Details of cost for 15 m length of pile MATERIAL: Concrete 3.14/4x0.70x0.70x15 = 5.77 cum
207
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20.6.2.2:Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge.
Single pile above 50 tonne and upto 100 tonne capacityRoutine test
1
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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
20.79
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2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
74.6
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50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge
17.64
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50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
17
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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)
12.05
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5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 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 @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level
10.7
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5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
52.46
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5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 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 @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level
72.61
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5.34.1:Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).
83.31
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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.
182.87
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5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
99.6
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5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
78.08
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5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
215.09
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5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)
16.14
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5.11.1:Extra additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentering at all levels, over a height of 3.5m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
550
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OD3902/2024-2025:Supplying and fixing cast iron pipe flanges 110mm size while concreting of bed slab for wash for wash outlet, including cost and conveyance of all materials ,moulding charges and labour charges etc.complete.
3
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OD3903/2024-2025:Random rubble masonry with hard stone in foundation and plinth including levelling up to plinth level with: Cement mortar 1:6 (1 cement : 6 coarse sand)
5.39
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50.6.1.5: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 super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
10.05
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50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
0.2
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50.9.1.2:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length ( hold fast lugs or dash fastener shall be paid for separately) using good quality Pincoda wood
0.04
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9.147D.4:Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash extruded profiles duly reinforced with 1.60 +/- 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately)
Note: For uPVC frame and sash extruded profiles minus 5% tolerance in dimension i.e. in depth & width of profile shall be acceptable.Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 +/- 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm).
7.5
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50.9.2.2:Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, 35 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required sized with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer in-charge using Pincoda wood
2.1
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9.53:Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
4
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50.9.15.2:Supplying and fixing 300 mm Aluminium aldrop
1
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13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
135.64
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13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
547.76
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13.7.2:12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)
50.24
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13.8.1:15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix:1:3 ( 1 Cement : 3 fine sand)
519.67
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22.23.1:Providing and applying integral crystalline slurry of hydrophilic in nature for
waterproofing treatment to the RCC structures like retaining walls of the basement,
water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels
/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts
integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts
integral crystalline slurry : 1 part water) for horizontal surfaces and applying the
same from negative (internal) side with the help of synthetic fiber brush. The material
shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing
permeability of concrete by more than 90% compared with control concrete as per
DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline
slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work
shall be carried out all complete as per specification and the direction of the engineerin-
charge. The product performance shall carry guarantee for 10 years against any
leakage.For vertical surface two coats @0.70 kg per sqm
131.88
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22.23.2:Providing and applying integral crystalline slurry of hydrophilic in nature for
waterproofing treatment to the RCC structures like retaining walls of the basement,
water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels
/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts
integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts
integral crystalline slurry : 1 part water) for horizontal surfaces and applying the
same from negative (internal) side with the help of synthetic fiber brush. The material
shall meet the requirements as specified in ACI-212-3R-2010 i.e by reducing
permeability of concrete by more than 90% compared with control concrete as per
DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline
slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work
shall be carried out all complete as per specification and the direction of the engineerin-
charge. The product performance shall carry guarantee for 10 years against any
leakage.For horizontal surface one coat @1.10 kg per sqm.
226.87
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11.38:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of Ist quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete.
31.73
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13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
345.66
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13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
333.89
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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)
531.15
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13.85.1:Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With ready mixed pink or grey primer on wood work (hard and soft wood ) having VOC content less than 50 grams/ litre
4.73
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13.48.2:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of approved brand and manufacture
4.73
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13.50.4:Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel work (second coat)
39.52
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13.52.1: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 steel work
39.52
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18.17.6:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :80 mm nominal bore
3
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18.17.5:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore
3
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18.12.7:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore
40
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18.12.8:Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work80 mm dia nominal bore
40
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18.40.7:Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality;65 mm diameter pipe
40
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18.40.8:Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality;80 mm diameter pipe
40
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9.97.5:Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:100x10 mm
1
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10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
51.52
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22.4.3:Providing and Placing in position suitable PVC water stops conforming to IS : 12200 for construction / expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete:Kickers (320 mm wide, 5 mm thick)
30
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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)
20
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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
8.02
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Piling
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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.
0.62
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OD3770/2024-2025:Chipping and removing top of RCC piles to lines and levels without damaging remaining portion of the pile and removing debris up to a distance of 150 m including all labour charges, hire of equipment's etc. complete as per direction of departmental officers at site.
1.15
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OD3779/2024-2025:Supply, Fitting and Placing in position reinforcement in cages using CRS 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) based on 12.40. ( Based on TS approved OD : OD2921/2023-2024)
7.25
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OD3780/2024-2025: Supplying, fitting and placing reinforcement using CRS 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) ( Based on TS approved OD : OD2924/2023-2024, TS No. 719/2023-2024)
10.95
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Bore well
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OD4031/2024-2025:Drilling Bore Well of suitable size to accommodate well casing pipe of internal dia not less than 150mm for various strata up to 150m below the ground level having an average 40m overburden in all classes of soil and rock inclusive of hire charges & for machineries and other accessories and stores putting up temperory shed and storing equipments, cost of fuel, oil other incidental items to complete the work but excluding the casing of pipe.
110
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OD4032/2024-2025:Supplying, assembling, lowering and fixing in vertical position in bore well, PVC 180mm 6kg/cm2 well casing pipe of required dia, conforming to IS:4985:2000, including required hire and labour charges, fittings& accessories etc all complete, for all depths as per direction of engineer in charg
7
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OD4035/2024-2025:Cost of 180mm PVC end cap
1
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50.18.7.4.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall
120
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OD4034/2024-2025:Supply of 1.5 HP, 20 stage submersible pump set (ISI Marked) including starter, capacitor, ELCB, dry run preventer etc complete required for erection except delivery pipe and cable including panel board.
1
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OD4039/2024-2025:Supply and erection of 40mm UPVC pipe( ISI marked) in to the borewell
100
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OD4038/2024-2025:Supply and laying of submersible cable ( ISI marked) 4 sq.mm gauge
110
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OD4040/2024-2025:Charges for submersible pump erection and providing GI cover and GI clamps for fixing pump etc complete.
1
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OD4041/2024-2025:Charges for Nylon rope, 14mm
120
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Duct
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11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
2.8
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