PROVISION OF TWO WHEELER PARKING SHEDS AT NEW AND OLD OTM TUTICORIN AND ADDITION/ALTERATION AND RESURFACING AND SYNTHETIC PAINTING IN TENNIS COURT AT CGRA TUTICORIN

Amount

B/R ITEMS

Material and Labour for Designing, preparing Architectural and Structural drawings for pre stressed steel structure tensile shed for two wheeler parking of approx. area 121.00 Sqm (22.0m x 5.50m) with pre stressed Tensile Membrane high quality Tensile PVC Fabric of white colour, Serge Ferrari France 1050GSM, Dust Repellent Finish, UV Resistant, Antifungal, PVDF Coated, M2 Flame Retardancy Bs2, d0/EN 13501-1, ISO 9001 Certified product suitable for extreme working temperatures: -30°C to +70°C, considering the wind speed of Tuticorin CGRA area using Heavy grade MS pipes for column, Medium grade MS pipes for M.Arch, support and purlin conforming to IS:1161(1998), hollow tubes confirming to IS: 4923 (1997), Rectangular & Square hollow sections and plates confirming to IS:2062 and vetting the structural drawing from IIT Madras (or) NIT Trichy (or) Anna University (or) from any Government Engineering colleges and errection/ constructing including civil work comprising excavation, PCC Reinforcement foundation concrete, site clearance etc., complete all as specified and as directed by the Engineer-in-Charge.

Note for item No.1.00: [a] Fabrication and assembly of Structural steel sections including painting shall be measured and paid separately. [b] The unit rate quoted shall be deemed to include the cost of Preparation of Arch. & Structural drawings and vetting as specified above, errection of fabricated pre stressed steel structure shed including excavation, PCC Reinforcement foundation concrete, site clearance etc., [c] The unit rate quoted shall also be deemed to include for all minor extra constructional details which are not given in Schedule/Particular specification but are essential for the execution of works. [d] The contractor shall submit a warranty for efficiency of the High Quality PVC Fabric provided under this contract for a period of 10 years from the certified date of completion

Material and Labour for Fabricating and assembling of pre stressed steel structure using Heavy duty Mild Steel pipe of 165.1mm (OD), 5.4mm thick for Column, Medium grade pipe of 114.3mm (OD), 4.5mm Thick for M. Arch, 88.9mm (OD), 4.0mm thick pipe for support and purlin conforming to IS:1161(1998), hollow tubes confirming to IS: 4923 (1997), Grade YST-240 - 310 Rolled section like Circular Hollow sections (CHS), Rectangular hollow sections (RHS) and Square hollow sections (SHS) & plates confirming to IS:2062 BR 250 -350 (Grade YST 250- 350), special plate connector, pinion joints, plates, hollow sections etc., including High frequency (HF) Welding joint of 40MM width and painting all the steel surfaces with one coat of primer (Polyurethane Coating-ESDEE Auto coat) followed by two coats of (MRF CORP Durothane PU) etc., including preparation of new steel surfaces etc., complete all as specified and as directed.

Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in Soft/loose soil complete all as specified and as directed.

Removing excavated soil to a distance exceeding 500 Metre and depositing where directed at a level not exceeding 1.50 Metre above the starting point complete all as specified and as directed.

Material and labour for Hardcore of gauge not exc. 63mm using Broken stone or boulders, deposited spread and levelled in layers not exceeding 15cm thick, watered and well rammed to a true surface all as specified and as directed.

Material and labour for 100 mm thick Plain cement concrete 1:3:6 type C2 using 40mm graded stone aggregate as in sub base, floors/ paving etc., complete all as specified and as directed.

Material and Labour for Sand filling under floors or laid over sub base for fixing interlocking tiles including watering and consolidation etc., complete all as specified and as directed.

Material and labour for laying of machine pressed precast concrete interlocking paver block, 60 mm thickness, M-35 grade with grey cement and pigments of any shape and size confirming to IS 15658-2006 complete all as specified and as directed.

Material and labour for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed.

Material and labour for 50 mm thick Plain cement concrete, 1:3:6, type C2 using 40mm graded stone aggregate as in foundation, fillings and mass concrete complete all as specified and as directed.

Material and labour for preparation new surfaces and applying two coats of synthetic enamel paint over a coat of priming paints/ plaster coat on kerb stone complete all as specified and as directed

Material and labour for Plain Cement concrete 1:3:6, type C1, using 20mm graded stone aggregate as in in coping, kerb, steps, bed plates, water troughs and the like including weathering, slightly rounded for chamfered angles and throating complete all as specified and as directed.

Material and labour for Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built in cement mortar 1:6 complete all as specified and as directed.

Material and labour for rendering 15mm thick in Cement Mortar 1:4 mixed with water proofing compound as per manufacturer's instruction on fair faces of brick masonry / concrete surfaces, finished the surfaces even and smooth without using extra cement complete all as specified and as directed. Note: WPC will be measured and paid separately.

Material and Labour for preparation of newly plastered surfaces of any description and applying two coats of cement base paint over a coat of alkali resistant primer complete all as specified and as directed.

Supply only liquid integral water proofing compound of approved quality suitable for mix with mortar of external plastering/ concrete in coastal area .

Material and Labour for 50 mm thick Cement Concrete 1:1½:3, type A1 (RMC M20) using 20mm graded stone aggregate, reinforced with welded mesh (Measured separately) as in flooring of Tennis court, laid to a slope to ensure that water flows away from the court surfaces towards the outside of the court including finishing the surfaces fair and even (medium coarse finish) without undulations as per requirement to receive 08 layer acrylic synthetic flooring system complete all as specified and as directed. Note of item No.17.00: [a] Welded mesh for reinforcement shall be measured and paid separately. [b] Concrete grade shall be RMC M20 to ensure better consistency, proportions, strength and finishing [c] Necessary slope shall be given in court to ensure that any water on the court drains properly & prevents pooling of water on the court surface. [d] It is essential to ensure that water flows away from the court surface towards the outside of court. [e] The base flooring should be hard medium coarse finish (not smooth) without any undulation provided with power traveller. [f] The Concrete flooring should have been undergone proper curing for minimum 2 weeks and drying process for minimum 3 weeks under direct sunlight and make suitable for absorption of acrylic synthetic flooring coating.

Material and Labour for preparation of concrete surfaces of tennis court by grinding, roughening and cleaning with hydrochloric acid to remove dirt, oil, grease and remove loose particles and concrete dust etc., by using compressor, filling the cracks with crack filler and allow the surfaces to dry for completely free from moisture and applying Sports Kote T-50 make all weather proof acrylic synthetic eight layers flooring system for Tennis court (Classified by international Tennis federation) over and including Laying fibre mesh on concrete flooring and marking Gaming line as per International tennis federation standards as detailed below:- [i] Laying fibre mesh on concrete flooring of tennis court [ii] Primer course: Providing and laying first layer of primer [iii] Filler Course: -Providing and laying two layers of acrylic resurfacer over priming coat [iv] Cushion Course:-Providing and laying three layer of cushion coat [v] Top Color Coat: -Providing and laying two layer of top colour coatings [vi] Game Line Marking: - Providing and laying game line marking as per standard. Note: [a] The expansion / dummy joints shall be covered before applying acrylic synthetic flooring system. [b] Each stages (layers) of synthetic flooring should be passed by Engineer-in-Charge and record for the same shall be maintained.

Material and labour for provision of GI welded steel wire mesh of opening size (132mm x 132mm) made out of 2mm dia wire etc., complete all as specified and as directed

Material and Labour for Forming contraction (Dummy) joint 20 mm deep x 5 mm wide including filled with sealing compound Grade 'A', complete all as specified and as directed.

Material and Labour for Forming construction/expansion joints up to 50 mm deep x 5 mm wide including filled with sealing compound Grade 'A' applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per manufacturer's instruction complete all as specified.

Material and Labour for filling the Joints with Sealing Compound Grade “A” (Normal) in 25/30 Kg (polyurethane based ) applying masked tape on the edges of joints and removing the masking tape after filling of sealant as per manufacturer's instruction complete all as specified. Note: Sealing compound filled for item No.20.00 & 21.00 shall not be measured against this item.

Supply and fix Tennis court wire (International Standard) made by heavy duty PU coated weather resistant material and including MS Posts (One pair) with pully arrangements including core cutting and removal of existing damaged posts and handed over to user etc., complete all as specified and as directed.

Supply and fix for steel of Fe-410W Gde=E-240 quality-B framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (inclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing including cutting existing chain link fencing and fixing door and frames complete all as specified and as directed.

Material and labour for preparation of new steel surfaces and applying two coat of Synthetic enamel painting over one coat of red oxide or Zinc chrome primer etc., complete all as specified and as directed.

Material and Labour for applying Two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm over new surfaces completed all as specified and directed.

Material & Labour for providing and fixing stainless steel (Grade 304) made of hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size and dimension, on the top of floor or the side of waist slab with suitable arrangement including fixing in ground by necessary concrete work completed all as specified and directed.

Material and Labour for preparation of old steel surfaces over 10cm in width or girth surface area including chain link fencing and MS posts and applying two coat of synthetic enamel etc., complete all as specified and as directed.

Material and Labour for preparation of old plaster surfaces of any description and applying two coats of cement base paint complete all as specified and as directed.

Excavating over areas, not exc 1.5mm deep and getting out in Soft/Loose soil complete all as specified and as directed.

E/M ITEMS

Excavating in trenches not exceeding 1.5 metre wide and not exceeding 1.5 metre in depth for laying of under ground cables, pipes/pipe lines, etc. and the like not exc. 10 Sqm on plan and not exc 1.5m in depth and getting out in soft/lose soil complete all as specified and as directed.

Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in any type soil complete all as specified and as directed.

Removing excavated soil to a distance not exceeding 50 Metre and depositing where directed at a level not exceeding 1.50 Metre above the starting point complete all as specified and as directed.

Removing and relaying of already existing precast concrete cable cover, lying above the existing LT cable , to a new position from the existing position for protection of LT cable laid length wise perpendicular to the axis of cable complete all as specified and as directed.

Supplying and laying reinforced precast concrete cable cover, Class LV, Type I, flat, size 250mm x 150mm x 40mm for LT cable laid length wise perpendicular to the axis of cable complete all as specified and as directed.

Removing and relaying of already existing 16.00 Sqmm LT UG cable to a new position from the existing position complete all as specified and as directed.

SIRITEL SYSTEMS PRIVATE LIMITED (BID ID -3455929)

RISHAN INFRA ENTERPRISES (BID ID -3455853)