Puducherry Smart City Development Limited Tender

d) Comprehensive Operation & maintenance as per the RFP scope of bid 2.19. i. 1st year Operation & Maintenance

ii. 2nd year Operation & Maintenance

Supply, installation, erection, testing & commissioning of Rotary / Puzzle type Parking System with Electro Mechanical technology to accommodate minimum 100 Nos. of four-wheeler at Old Port complex as per details explained in scope of bid in section 2.1 to 2.21 of RFP with: a) Suitable steel structure frame work, Independent motorized pallet having up/down movement with electro-mechanical technology complete with PLC and electrical installation, Smart parking solution, ticket counter, ventilation, Electrification, Plumbing work, civil and finishing work etc. as per specification and direction of Puducherry Smart City Development Ltd. The system shall be designed to accommodate 30% SUV’s cars and 70% Sedan cars with average retrieval/parking time not more than 180 seconds

b) Providing and laying structurally designed suitable type / size of RCC foundation based on the GEO technical investigation report in the RFP to support the reactions of the structural framework able to sustain gravity, wind and seismic forces accordance with IS 456/IS 875/IS1893 latest codes, approved by PSCDL and thirty party approval obtained from government engineering institution. The rate for the foundation concrete is inclusive of all materials, reinforcement, centering and shuttering, dewatering if required and work shall be carried out as per standard specification of CPWD/IS 456 and as directed by engineer in change.

c) Providing fire fighting arrangements as per requirement and specifications noted in RFP section-3, 23.g.

d) Comprehensive Operation & maintenance as per the RFP scope of bid 2.19. i. 1st year Operation & Maintenance

ii. 2nd year Operation & Maintenance

Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building, for all heights and all levels etc. including: a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required , proper drainage of water to make it watertight including checking of all the structural and functional design b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metallic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick) . The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws , nuts , bolts , washers , cleats , weather silicone sealent , backer rods etc c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement , fasteners , SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing . The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composites panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items. The contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. Up to two decimal places.

Designing, fabricating, testing, protection, installing and fixing in position semi (grid) unitized system of structural glazing (with open joints) for linear as well as curvilinear portions of the building for all heights and all levels, including: a) Structural analysis & design and preparation of shop drawings for the specified design loads conforming to IS 875 Part III (the system must passed the proof test at 1.5 times design wind pressure without any failure) , including fuctional design of the aluminium sections for fixing glazing panels of various thicknesses, aluminium cleats, sleeves and splice plates etc. gaskets , screws, toggles, nuts, bolts, clamps etc., structural and weather silicone sealants , flashings , fire stop (barrier) - cum- smoke seals , microwave cured EPDM gaskets for water tightness , pressure equalisation & drainage and protection against fire hazard including: b) Fabricating and supplying serrated M.S.hot dip galvanised / aluminium alloy of 6005 T5 brackets of required sizes , sections and profiles etc. to accommodate 3 dimentional movement for achieving perfect verticality and fixing structural glazing system rigidly to the RCC / masonry / structural steel frame work of building structure using stainless steel anchor fasteners / bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc. of stainless steel grade 316, of the required capacity and in required numbers. c) Providing and filling, two part pump filled, structural silicone sealant and one part weather silicone sealant compatible with the structural silicone sealant of required bite size in a clean and controlled factory / work shop environment, including double sided spacer tape, setting blocks and backer rod, all of approved grade, brand and manufacture, as per the approved sealant design, within and all around the perimeter for holding glass. d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of sizes, shapes and profiles, as required as per the site conditions, to seal the gap between the building structure and all its interfaces with curtain glazing to make it watertight. e) Making provision for drainage of moisture / water that enters the curtain glazing system to make it watertight , by incorporating principles of pressure equalization , providing suitable gutter profiles at bottom (if required), making necessary holes of required sizes and of required numbers etc. complete. This item includes cost of all inputs of designing, labour for fabricating and installation of aluminium grid, installation of glazed units, T&P, scaffolding and other incidental charges including wastages etc., enabling temporary structures and services, cranes or cradles etc. as described above and as specified. The item includes the cost of getting all the structural and functional design including shop drawings checked by a structural designer, dully approved. The item also included the cost of all mock ups at site, cost of all samples of individual components for testing in an approved laboratory, and filed tests on the assembled working structural glazing as specified, cleaning and protection till the handing over of the building for occupation. In the end, the contractor shall provide a water tight structural glazing having all the performance characteristics etc. all complete as required, as per the architectural drawings, as per item description, as specified, as per the approved shop drawings. Note: -1. The cost of providing extruded aluminium frames, shadow boxes, extruded aluminium section capping for fixing in the grooves of the curtain glazing and vermin proof stainless steel wire mesh shall be paid for separately under relevant items under this sub-head. However, for the purpose of payment, only the actual area of structural glazing (including width of grooves) on the external face shall be measured in sqm . Upto two decimal places. Note: -2. The following performance test are to be conducted on structural glazing system if area of structural glazing exceeds 2500 sqm from the certified laboratories accreditated by NABL (National Accreditation Board for Testing and Calibration laboratories) , Department of Science & Technologies , India . Cost of testing is payable separately. The NIT approving authority will decide the necessity of testing on the basis of cost of the work, cost of the test and importance of the work. Performance Testing of Structural glazing system. Tests to be conducted in the NBL Certified laboratories. 1. Performance Laboratory Test for Air Leakage Test (-50pa to -300pa) & (+50pa to +300pa) as per ASTM E-283-04 testing method for a range of testing limit 1 to 200 mVhr" 2. Static Water Penetration Test. (50 pa to 1500 pa) as per ASTME - 331-09 testing method for a range upto 2000 ml" 3. Dynamic water Penetration (50pa to 1500pa) as per AAMA 501.01-05 testing method for a range upto 2000 ml" 4. Structural Performance Deflection and deformation by static air pressure test (1.5 times desing wind pressure without any failure) as per ASTME - 330-10 testing method for a range upto 50 mm" 5) Seismic Movement Test (upto 30mm) as per AAMA 501.4-09 testing method for Qualitative test" Tests to be conducted on site 6) Onsite Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi) upto 2000 ml"

Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings, the aluminium quality as per garde 6063 T5 or T6 as per BS 1474, including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade (The item included cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account)

Construction of compound wall in brick work with cast iron grills work as per Drawing 1 in RFP.

Construction of reinforced cement concrete pillar finished with cornices and architraves and supplying and fixing cast iron grill gate as per Drawing 2 in RFP.

Providing and laying cement concrete kerbs, steps and the like at or near ground level including the cost of centering, shuttering in 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) the rate inclusive of plastering the kerbs with 12 mm thick 1:4 cement mortar and painting with cement primer and enamel paint as per Drawing 3 in RFP.

Providing and laying 20 to 23 mm thick factory made pre-polished cement concrete flooring tiles of required colour and design, over 20 mm thick cement mortar 1:4 (1 cement : 4 sand ) and jointed with cement slurry mixed with an admixture of pigment to match the shade of the tile - (Endura \ Ultra \ Dazzle \ Technic) the base course for flooring is provided with plain cement concrete 1:5:10 (1cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) of 125mm thick below which the surface is stabilized with quarry rubbish for an average of thickness of 250mm as per Drawing 3 in RFP.

Supply and installation of 12.5 mtrs. High mast system with its accessories mast shaft shall be in two sections, hot dip galvanised (as per BS 729 or equivalent) and suitable for wind velocity as per IS 875-1987 (180 km /hour). It shall also include accessories for high mast including head frame, stainless steel wire rope 6mm dia (7/19 construction) double drum per winch , which galvanized lantern carriage arrangement suitable for 10 (ten) luminaries symmetrically and its motorized control gear boxes and lighting final. (as per detailed technical specification as shown in annexure - II) the work also includes laying of Reinforced cement concrete foundation of size 0.60 x 0.60 x 1.80 m in 1:2:4 (1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size with adequate reinforcement, centering, shuttering as directed by Engineer-in-charge)

Supply and fixing of LED outdoor flood light fitting in Highmast/ Minimast having 140 watts to 160 watts (system wattage), IP 65/66, white colour with necessary over voltage, under voltage and surge protection with three years onsite warranty for replacement/ rectification. Make: Philips/ Havells/ Crompton/ Bajaj/ LEDGEO/ Eveready. The rate is inclusive of all taxes.

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 kV grade of following size direct in ground including excavation , sand cushioning, protective covering and refilling the trench etc.as required - Upto 35 sq.mm

Wiring for circuit / sub main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor , single core cable in surface / recessed medium class PVC conduit as required - 4 X 16 sq.mm + 2 x 6 sq.mm earth wire

Supplying and making end termination with brass compression gland and aluminum lugs for following size of PVC insulated and PVC sheathed / XLPE aluminum conductor cable of 1.1kV grade as required - 4 X16 sq.mm (28 mm)

Supply, erection, testing and commissioning of one no of SMC Box. (make: Sintex) with metering and timer panel board for the power supply to overall size 850mmx350mmx250mm made out of Glass wool with resin material. The front side top portion have energy meter with viewing glass with 10mm hylem sheet. The bottom side compartments with 40-63A rating, TPN MCB,C’ series 10KA breaking capacity (make- Siemens/ABB),1no of timer switch (daily) aong with battery backup 200hrs (make-L&T-kagger/legarand-lexic) 1no.60A power conductor (make-C&S/L&T),1no of toggle switch (make –C&S). The switch units are to be fixed within the allotted size in the 10 mm hylem sheet. The bottom sheet of the shell should be of PVC thick roll sheet for cable entry. The panel has to be mounted 75mm x75mm 6mm MS’L angle on the floor with in the height of 600mm interior connection between the switch fuse units are to be done with 2.5/6.0/10.0 sq.mm ISI marked, FR PVC insulated, single core copper conductor cable. (Make-Finolex/Polycab). The door should be flush type inter locking in one position. The panel provided with removable type pland plated to the bottom and with sufficient holes of required diameter. Earth work excavation of foundation trench of size 1.00mm x 06mm x 0.6m and fitting river sand for depth of 0.10m and P.C.C 1:2:4(1 cement:2 coarse sand: 4 graded stone aggregate of 20mm nominal size) of size 1.00mm x 0.60 x 1.00m. The cost should be inclusive of minor modification suitable for site condition as approved by the Engineer-in-charge.