Kamarajar Port Limited Tender

Providing and laying M25 grade concrete in volumetric proportions 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

Providing and laying Granular Sub – base (GSB) layer of 150 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.

Providing, Laying, Spreading and compacting graded stone aggregate (size range 53mm to 0.075mm) 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 pavers in sub base/base course on well prepared surface and compacting with vibratory roller 8 to 10 tonne capacity to achieve the desired density.as per Technical Specification Clause 406 of MoRT&H and as directed at Site.

Supplying and laying Interlocking 100mm thick paver block of M25 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 of Multi gym and whereever required and as directed by Engineer-In-Charge including all labour, materials ,tools etc., all complete

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.

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

Supplying, fabricating and fixing MS Strucutural members like MS Angle, MS Plate etc., required for fencing post, incluing all labour, materials, tools, plants, scaffolding, etc. complete.

Providing and fixing PVC coated GI chain link fencing of 2.40m 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 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.

Supplying, fabricating and fixing in position M.S. Grill gate 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 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.

Painting the MS Structural Members like MS Angle, MS Plate, MS Flat, MS Channels etc., with 2 coats of epoxy paint over one coat of zinc chromate primer all as directed including all labour, materials, tools, equipments, tackles, scaffolding etc., complete. Note: The brand and shade of the Primer and Paint should be get approved by the Engineer-in-Charge

Supplying and fixing in position PVC pipe sleeve for reinforcement as stiffeners for chain link fencing in three rows at top, middle and bottom as directed at site including applying two coats of synthetic enamel paint of approved colour over one coat of primer all as directed at site including all materials, labour, scaffolding, lifting, tools, tackles, brushes, equipments, etc., complete.

Manufacturing, supplying and fixing of Retro-Reflective Road Sign Board of size of 1.50m x 0.90 m made out of rectangular corner micro prismatic grade sheeting confirming to IRC 67:2010 & Type XI standards of ASTM D 4956-09 specification and fixed over 2mm thick aluminum sheet back support frame of stainless steel supported by 50.8mm NB stainless steel pipe all around and 63.8mm NB pipe vertical post firmly fixed to the ground by means of foundation with RCC embedding the pedestal into ground. The information message shall be made out of cut out letters in green colour transparent overlay film as per IRC 67-2010 Guidelines. The board should be supported by 2 nos, vertical 63.8mm dia SS 304 g pipe and 25 x 25mm SS angle has to be fixed over the pipe all round and connecting the horizontal pipes vertically at two places at the backside. The height of the pipe should be 1.8 m or to match with the existing site contour. The pipe should be embedded into the concrete for a depth of 400mm. The pipe should be protrude 200 mm above the board. At the top of the pipe 100mm dia SS ball 304 g should be fixed. The Board should be supported all-around by 50.8mm dia ss 304 g pipe. Electro cut film recto reflective sheet, pictogram screen printing to print the “Direction arrow” and “Text” in order from top of the board as directed including all labour, materials, tools, plants, equipments etc. Complete.