Kamarajar Port Limited Tender
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Kamarajar Port Limited - KPL Tender
Eprocure
Opening Date16 Sep 2021
Closing Date6 Oct 2021
Tender Amount₹ 4,00,00,000
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2021_MoS_648651_1Bid Award Id
ViewTender No
KPL/OP/21.11/A/2021Tender Authority
Kamarajar Port Limited ViewPurchaser Address
-Website
http://http://www.ennoreport.gov.in/content/
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Documents
BOQ Items
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Supplying, erection and fixing in position plain sheet 600 mm wide Colour coated galvalume ridge cap and corner flushing rolled, near rolling shutters from 0.58 mm TCT BHP Zincalume AZ-150 High tensile steel (Minimum yield strength of 550 Mpa) including fixing to Sheets stiched by (4.8 x 16 mm) Hex head stitch screws with metal bounded EPDM washers complete in all respects inclusive of cost of all labour, materials, tool, tackles etc. as per specification and direction of Site Engineer/ Engineer-in-Charge. The specification of plain sheet for Ridge shall be the same as of clip-on sheet.
300
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Supplying, erection and fixing in position plain sheet (600 mm over all girth) with all the necessary accessories required including brackets, welding clamps, bolts, nuts galvanised iron and bituminious washers, drop ends, nozzles, stop ends etc. laid to required slopes making joints water tight, testing etc.complete as specified and directed. The specification of plain sheet for Ridge shall be the same as of clip-on sheet.
140
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Providing, supplying, clamping and fixing 110mm Dia (6 kg/sqcm) UPVC rain water down take pipes from roof/canopy to the ground level including fittings & providing of all required accessories etc complete as per drawings
150
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Rolling Shutters (Motor operated) Gear operated type-rolling shutters with gear box and crank handle at waist level on inside as well as outside Providing & fixing rolling shutter made out of 18 gauge steel sheets for laths, including bottom rail, guide channels, lock plates, locking arrangement, fixing bolts, pulling handles, hood, rolling arrangement, standard make springs in brackets, necessary bearings, etc. including fixing of frames with rag bolts, grouting of parts in position etc. and also including two coats of red oxide zinc chromate primer and two coats of synthetic enamel paint of approved colour, shade & brand etc. complete as per relevant IS standard or as per manufacturer's requirements or as directed by KPL. All fitted & fixed complete as per the drawings and instructions of KPL Engineer In charge.
240
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Pile Boring and installation excluding concrete and reinforcement: Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of 450mm diameter and length (approx. 10 M). The cost specified includes the cost of boring with, bentonite solution 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 & leads (Length of pile for payment shall be measured upto bottom of pile cap). The item rates are inclusive of completion of Test piles & allied works and submission of reports to KPL / consultant for approval.
320
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Excavation & Backfilling in All Types of Ordinary soil including filled soil, clayey silt, etc from existing Ground level 0 m to 3.0 m and more depth below FGL/NGL: Excavation and backfilling around foundation and trenches/pits in all types of soil viz. earth, sand,gravel, clay, soft & hard murum, Asphalt, WBM etc. (excluding soft/hard rock) for footings, steps, plinth beams, foundations, basements, drains, walls, trenches, manholes, underground tanks/pits, culvert crossway etc etc including shoring strutting, dewatering wherever required (until foundation work is complete). Item also includes carting, stacking if required,filling, Spreading, levelling and compacting/ consolidating, disposal of surplus materials outside with a lead of 5km within the Port premises as directed by KPL Engineer In Charge (Rate includes removal of any vegetation, small shrubs etc.).
320
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Filling with good quality available earth (Excavation excluded) below Grade Slab, basement etc. and wherever required with approved quality of earth laid in layers not exceeding 300 mm in loose thickness including levelling, watering, ramming, rolling, compacting with 10-12MT mechanical roller / hand compactor/ mechanical rammer to 95% Modified Proctor Density etc as per specification in Earthwork in Filling. complete with any lead within 1 KM from KPL premises as directed and instructed by KPL Engineer In charge. The item includes cost of dewatering if required including payment of Royalty to Owner of borrow pit, if applicable; payment of applicable royalties, taxes, etc to Statutory Authority.
475
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150mm thk. Rubble Soling with manual compaction Providing, supplying and placing 150 mm thick dry rubble stone packing/soling under floor and ramp & other similar locations as per drawing, handset vertically in rectangular lines, interstices filled in with smaller stone chips including watering, compacting/consolidating & finishing to the required levels and lines etc with manual compaction etc complete as directed by CONSULTANT/KPL Engineer-In- Charge. (Blinding layer shall be of metal, sand or murrum supplied by contractor)
100
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PCC (1:4:8) Providing and laying Plain Cement Concrete of nominal volumetric mix 1:4:8 (1 Cement: 4 Sand: 8 Crushed stone aggregates) with 40 mm and down size graded aggregates below RCC foundations and grade slab & any other work as per requirement including any required permanent brick /stone masonry including shuttering, dewatering, tamping, ramming, curing, etc with all leads & lifts, Centering and shuttering including strutting, propping etc. and removal of form work and all complete as per instructions of CONSULTANT/KPL Engineer-in- Charge.
50
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RCC M30 (according to IS 456) - Providing and laying in position ready mixed concrete of M30 grade, manufactured in fully automatic batching plant and transported to site of work in transit mixer for piles, pile cap, foundations, walls, pedestals, columns, beams, ramp, retaining walls, staircases, copings, projections, column/ beam encasings, floor slabs etc. all leads having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , including the cost of Centering and shuttering including strutting, propping etc. and removal of form work, finishing but excluding the reinforcement including cost of 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 the Engineer - in - charge. (Note :- Cement content considered in this item is @ 340 kg/cum.
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Pile
60
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Pile cap
25
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Plinth beam
45
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Column/Pedestal
10
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Ramp- retaining wall, kerb wall & grade slab
40
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kerb wall
10
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HYSD Bars of Grade Fe 500D TMT for reinforcement Supplying and placing in position High Yield Strength deformed TMT Bars conforming to IS: 1786, Fe500D for piles, pile cap, column, pedestals, retaining walls, beams, slabs, columns, etc at all levels and locations of RCC work with all leads & lifts. including transporting the steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per specifications, binding with Contractor's own 16 gauge SWG binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, spacers, etc. all complete as per Bar bending schedule approved by CONSULTANT/KPL Engineer-in-Charge includes all testing requirement'. The weight of reinforcement shall be calculated as per theoretical weight given in standard steel table and wastage/ unauthorized overlaps/binding wires shall not be payable extra.
40000
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Reinforced Cement concrete flooring M25 grade 150mm thk laid over PPC & rubble soling ( exlcuding cost of PCC and rubble soling) and finish with ironite hardener. The floor slab shall be case in size not more than 3.5m wide (provide 3mm saw cut at every 6m along length). Vacuum dewatering method shall be adopted for the complete floor with neat cement finish, including cement slurry,but excluding the cost of nosing of steps etc. complete.
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Building floor - grade slab
80
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Ramp- grade slab
25
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Providing and applying external sand faced plaster 20mm thk consists of 12 mm thk in C.M. 1:6 first coat and 8 mm thk in CM 1 : 2 second coat to all RCC and masonry works at all locations and levels including required grain finishing, curing etc. complete as per specification and as directed and instructed by KPL Engineer in charge. NOTE: The rates includes the cost of the base coat of not less than 12mm thk., external patta, drip moulds, curing and providing and fixing 200mm wide G.I. chicken mesh 26g thk. & 15mm mesh size at junctions of brick and RCC/PCC work etc. as well as providing and mixing waterproofing compound of approved make in both coats as per manufacturers specifications.
165
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Exterior Paint: Providing and applying one coat of approved primer & two coats of Exterior Emulsion paint of Asian make (ACE Paint) or equivalent of approved shade to all external surfaces of cement plastered work or concrete including scaffolding, preparation of the surfaces as per manufacturers requirements, crack filling with approved filler material, curing etc. complete as per manufacturers specifications & as directed by KPL Engineer in charge
165
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Handrail - Supply and fixing of MS handrail along the length of the ramp for height of 600mm above the kerb wall TOC level with 32NB pipe spaced at 1m interval and top rail along the full length with all required fittings and all complete as desired by the Engineer in charge
50
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Supplying, installing, tesing and commissioning of "DOCK LEVELLER" of size "2.50m x 2.20m" or nearest size available in the market to suit in the opening with a loading capacity of 6Tonnes to 9Tonnes complete as per relevant IS standard or as per manufacturer's requirements or as directed by KPL. All fitted & fixed complete as per the drawings and instructions of CONSULTANT/KPL Engineer In charge.
2
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Container Yard
Earth work excavation up to 1.50m depth in ordinary soil, sand, clay mixed with roots, boulders weighing individually less than 250 Kg, debris, rubbish etc., as existing at site of work for all foundations, LLR and other such works as directed including dressing of sides ramming of bottom all as per relevant specification, drawings and as directed, stacking the excavated earth within a lead of 50 m for transportation/ refilling including shoring, strutting, including all labour, tools, tackles, equipments, fuel etc., complete.
3240
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Providing and laying plain cement concrete of mix 1:4:8 (1 Cement: 4 coarse river sand: 8 hard granite graded stone aggregate of 40 mm nominal size) in volumetric proportions for levelling course in foundations for footing, basement and other such works wherever required all as per relevant specification, drawings and as directed including mixing, transporting, placing, shuttering, ramming, consolidating, curing etc., including all materials, labour, tools, plants, equipments, fuel, etc. complete.
24
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Providing and laying M25 grade concrete in volumetric proportions for the retaining kerb wall/ isolated block foundation for fence post around the yard areas and all as per relevant specifications as directed as site including plastering in CM 1:4 including mixing, transporting, placing, centering & shuttering, vibrating, curing etc., including all materials, labour, tools, equipment, machinery, fuel etc., complete. Note: Steel reinforcement shall be measured and paid separately under relevant item of this schedule
110
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Providing and laying Granular Sub – base (GSB) layer of 250 mm compacted thickness on the prepared sub grade with approved granular materials of minimum CBR value 30 grading conforming to Table 400 – 1 of MOST including screening, spreading in uniform layer with Motor grader, watering and premixing at optimum moisture content, compacting with Power and Vibratory Rollers of 80 to 100KN static weight to not less than 98% of the maximum laboratory dry density as per IS: 2720 (part 8) and fine dressing to required grade and cross slope as shown on the Drawing or as directed by the Engineer, including obtaining and transporting all materials from approved quarry site to work site with all lifts and lead by Mechanical Transport, head load or any other mode of transportation, including labour, tools, equipment, safety measures, testing and incidentals necessary to complete the work as per Technical Specification Clause 401of MoRT&H and as directed at Site including all materials, labour, tools, equipment, machinery, fuel etc., complete.
1600
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Providing, laying, spreading and compacting graded stone aggregate (size range 53mm to 0.075mm) to Wet Mix Macadam (WMM) of 200mm Thick specification incluidng premixing the materilas with water at OMC for all leads & lifts, laying in unform layers with mechanical paver finishers in sub-base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired densit, complete all as per drawing and specifications and as directed by Engineer-in-charge including all materials, tools, etc. all complete
1280
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Supplying and laying Interlocking 80mm thick paver block of M30 grade in position as approved over jamuna sand of average 50mm thickness including filling the gaps with existing sand as per direction of Engineer-in - charge at site for parking area and whereever required and as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete
6400
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Providing impregnated bituminuous pad of 20mm thick in Expansion joint at an interval not more than 30m as per drawing and/or as directed at site including cost of all materials, labour, formwork, tools and plants including all other incidental charges etc; complete as per relevant standard specifications and as directed at Site including all materials, labour, tools, equipment, machinery, fuel etc., complete.
50
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Supplying and providing Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars (FE-500) as per drawing and releveant IS all complete. and as directed by Engineer-In-Charge including all labour, materials ,tools etc., and as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete
12000
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Supplying, fabricating and fixing MS Strucutural members of angle 65x65x6 for fence post of 2m lrngth above FGL and 1m below FGL embedded into the auger pile spaced at 2.5m c/c along the length of the fence. Diagonal post at 25m spacing (11th post from each bracing bay) and at all the corners including accessoreies like MS Angle, MS Plate, fasteners etc., required for fencing post, incluing all labour, materials, tools, plants, scaffolding, etc. complete.
1500
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Providing and fixing PVC coated GI chain link fencing of 2.0m high with PVC coated sleeve of mesh size 50x50mm made out of 3mm dia G.I wire having total thickness not less than 5mm, including tying chain link fencing with MS members, 3nos of high tensile wires provided one at top, botttom and middle along with 2 nos of 50x6mm flat at the top and bottom and tied using PVC coated binding wire of total thickness 4mm to the required level and alignment all as directed at site including all labour, equipments, transport, fuel, materials, tools, plants, scaffolding etc., complete.
Note: Payment for MS members will be measured and paid separately relevant item of this schedule
600
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Supplying, fabricating and fixing in position M.S. Grill gate ( 4 nos) of approved design to suit the size of the door opening in the fencing, made out of MS members with necessary MS Spindle clamps to fix the gate to the existing MS / Structrual frame arrangement in the fencing by Welding including painting one coat of Zinc Chromate primer and 2 coats of epoxy paint all as directed at site of work including all labour, materials, tools, equipments,scaffolding, transport, fuel etc. complete.
Note: 1. The weighment of the MS Grill and accessories will be done at site using the approved weighing scale in the presence of Engineer’s representative. Necessary chargesfor transport, weighment etc., will be borne by the contractors.
In case the specified MS section is not available in the market , the nearest alternative section may be used after approval of Engineer’s In-Charge.
2000
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Electrical Works
Supply, installation, testing and commissioning of 200Watts LED flood light luminaries with 4'x4' GI box complete accessories as per Latest IS/IEC
12
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Supply, installation, testing and commissioning of 150 Watts LED High Bay light luminaries with 4'x4' GI box complete accessories as per Latest IS/IEC
12
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Supply of Outdoor MV Panel comprising of following: 1no. 250A 4 pole MCCB as incomer, 63A 4Pole MCCB - 8nos , 32Amps, 4pole MCCB - 3nos as out going feeder and one multifunction meteralong with CT and other accessories along with R,Y,B indication lamps with control fuse as per Latest IS/IEC
1
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Installation and commissioning of above said pillar box including civil foundation work with bolts and nuts as per Latest IS/IEC
1
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Supply ,Installation , testing and commissioning of Outdoor Power Distribution Box comprising of following . 1no. of 63 amps, 4 pole MCCB as incomer, 32A FP MCB - 2nos, 16A FP MCB-1no outgoing feeder as per Latest IS/IEC
8
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Supply , Installation, testing and commissioning of Outdoor Lighting Distribution Box comprising of following . 1no. of 63 amps, 4 pole MCB as incomer, 3nos.of 32amps ,2 pole MCB, 12nos. Of single pole 10Amps MCB outgoing feeder as per Latest IS/IEC
1
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Supply ,installation, testing and commissioning of of chemical Earth pit as per Latest IS/IEC
1
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Supply , Installation of end termination kit suitable for 3 1/2 core 185 sq.mm LTUG cableas as per Latest IS/IEC
2
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Supply , Installation of end termination kit suitable for 3 1/2 core 120 sq.mm LTUG cableas as per Latest IS/IEC
2
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Supply , Installation of end termination kit suitable for 4 core 25 sq.mm LTUG cable as per Latest IS/IEC
50
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Supply, Installation, testing and commissioning of 32Amps Flame proof 5pin switch and socket panel as per latest IS/IEC
8
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Supply and laying of 25 x 5mm GI strip (body earthing for feedr pillar, cable tray) as per Latest IS/IEC
250
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Supply , Installation of 150 x 50mm GI Cable tray with cover as per Latest IS/IEC
50
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Supply & Installation of 75 x 50mm GI Cable tray with cover as per Latest IS/IEC
100
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Supply & Installation of 300 x 50mm GI Cable tray with coveras per Latest IS/IEC
10
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Laying of 3.5 core, 185 Sq.mm Aluminum LTUG cable with bricks ( 1Mtr = 18 bricks) and cable route marker ( 100mtr = 1no) as per Latest IS/IEC (Note:- Supply of cable is in KPL's scope)
850
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Laying of 3.5 core, 120 Sq.mm Aluminum LTUG cable with bricks ( 1Mtr = 18 bricks) and cable route marker ( 100mtr = 1no) as per Latest IS/IEC (Note:- Supply of cable is in KPL's scope)
200
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Laying of 4 core, 25 Sq.mm Aluminum LTUG cable in cable tray as per Latest IS/IEC (Note:- Supply of cable is in KPL's scope)
400
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