Providing High Mast Lights and Solar Lights in Terraced Garden Sector- 33, Chandigarh

Garden Highlighters at Terraced Garden [one no. pole + 4 nos. Solar LED Lights]:- Supply, Erection, Testing and Commissioning of Integraetd Solar Garden Lights (4 nos.) including Highlighter Poles (4 Nos. lights on one pole) Integrated Solar battery with following specification. Solar Panel - 4 Nos.x22 Watt, 18 V, Life Time- 25 years High Efficiency Monocrystalline Panel with cell efficiency of 20% Battery - 4x12.8Vx12AH High density LI energy storage with 2000 cycles and 90% DOD LED Lamp (Motion Sensor Control) - Max Power - 4 nos. x12W Lumen(LM) 4 nos. x1440 lm Life Time - 50000 hours Lamp material - Aluminium alloy body with scratch free Polycarbonate outer glass Charge/ Discharge time - 8 hours (by sun)/ Dusk to Dawn operation providing 2 rainy days coverage System shall be all weather IP-65 complaint It should be NABL certified and Warranty of 3 years (unconditional) & 5 Years limited. Highlighter Pole - (Diamentions are approx) Base : 300mmx300mmx5mm MS Black painted with 4x12mmx400mm J fasterners. A template shall be provided for casting the foundation. 1st stage: 114mm OD x 1500mm black painted 2nd Stage: 76mm OD x 2000mm black painted 3rd Stage: 40mm OD x 1100mm x 3 arms The system must be got approved from energy incharge and it must satisfy all the parameters after commissioning.

Supply, erection, testing & commissioning of 12.5 Meter High Mast with 2 rope system based on the following parameters/ requirements of the Deptt. Height of Mast: 12.5 Meter with power tool based. The power tool 3 phase motorized complete in all respect should be installed in the pole Reputed ISI marked only. Wind speed: 180 Km/hour as per IS-875 (Part-III).The High Mast & head frame shall be structurally suitable to accommodate the 8 Nos.LED flood light fittings & its control gear boxes.Construction of the Mast: The mast shaft shall be manufactured from high tensile steel plates confirming to BS EN 10025 having minimum yield strength of 355N/Sq. mm. Each mast shaft section shall be without any circumferential weld joint except base flange. The mast base flange shall be free from any lamination or incursion and provided with supplementary gussets between the bolt-holes to ensure elimination of helical stress concentration. The minimum A/F dimension of top shall be 150 mm (min.) and bottom 360 mm (min.). The mast should have two sections and the sections shall be joined at site by slip-stress-fit method and the sections shall be joined at site by slip-stress-fit method and minimum overlap distance shall be 1.5 times the diameter at penetration. A door reinforced with welded steel section, vandal resistant, weather proof with Allen bolts and pad locking facility of dimension not less than 1200 mm x 250 mm shall be provided at a height 2 times the width of door from the base of mast to provide clear access to base compartment Equipments winch, motor, cable, connector etc. For the environmental protection of the mast, the entire fabricated mast shall be hot dip galvanized internally and externally in single dip having a uniform average thickness of 85 microns for plates more than 5 mm and 70 microns for 5 mm and less thickness. Code No.: I.S. 875 (Part III) 1987 Amended up to date Title: Code and practice for design loads for structures under Code No.: BSEN 10025 Title: Grades of M.S. plates Code No.: BS 5135/AWS D 1.1 Title: Welding Code No.: BSEN ISO 1461 Title: Hot dip galvanizing Code No.: TR. No. 7 (2000 addition) of ILE, UK. Title: Specification of Mast and foundation. Code No.: IS 3459 / 2266 Title: Stainless steel Wire rope Code No.: IS 9968 Part – 1 Title: Trailing Cable Code No. IS 325 Title: Motor

Dynamic Loading for the Mast: The mast structure shall be suitable to sustain an assumed maximum reaction arising from a wind speed as per IS 875 (three second gust), and shall be measured at a height of 10 meters above ground level. The design life of the mast shall be 25 years. The force co-efficient taken for design of the twenty sided polygonal structure is to be established from the wind tunnel test data.Luminaries Carriage: A fabricated Lantern Carriage shall be provided for fixing and holding the flood light fitting and control gear boxes. The Lantern Carriage shall be of special design and shall be of steel tube construction, the tubes acting as conduits for wire, with holes fully protected by grommets. The Lantern Carriage shall be so designed and fabricated to hold the required number of flood light fitting and control gear boxes, and also have a perfect self balance. The Lantern Carriage shall be fabricated in two / three halves and joined by bolted flanges with steel nuts to enable easy installation or removal from the erected mast. The entire lantern carriage shall be hot dip galvanized after fabrication. The inner lining of the carriage shall be provided with protective PVC arrangement, so that no damage is caused to the surface of the mast during raising and lowering operation of the carriage. Weather proof junction box, made of cast Aluminum shall be provided on the Carriage Assembly as required, from which the inter-connections to the designed number of the flood light luminaries and associated control gears fixed on the carriage shall be made.RAISING AND LOWERING MECHANISM: For the installation and maintenance of the luminaries and lamps, it shall be necessary to lower and raise the Lantern Carriage Assembly. To enable this, a suitable Winch Arrangement shall be provided, with the winch fixed at the base of the mast the specially designed head frame assembly at the top Winch: The winch shall be of “Integral Power Tool” type with motor. The winch shall have provision for manual operation in case of failure of the motor. The winch shall be double drum and completely self sustaining type, without the need for brake shoe, springs or clutches. Each driving spindle of the winch shall be positively locked when not in use. The capacity, operating speed, safe working load, recommended lubrication and serial number of the winch shall be clearly marked on each winch. The winch drums shall be grooved to ensure perfect seat for stable and tidy rope lay, with no chances of rope slippage. The rope termination in the winch shall be such that distortion or twisting is eliminated and at least 5 to 6 turns of rope remains on the drum even when the lantern carriage is fully lowered and rested on the rest pads. It shall be possible to remove the hoisting mechanism after dismantling through the door opening provided at the base of the mast. The winch shall be type tested at a reputed institution and the test certificate shall be furnished before supply of materials. The test certificate shall include the maximum load operated by the winch

.Head Frame: The head frame is to be designed as a capping unit of the mast, shall be of welded steel construction, galvanized both internally and externally after assembly. The top pulley shall be of appropriate diameter, large enough to accommodate the steel wire ropes and the multi-core electric cable. The pulley block shall be made of no corrodible material, and shall be of die cast Aluminum Alloy (LM-6). Pulley made of synthetic materials such as plastic or PVC are not acceptable. Self-lubricating bearings and steel shaft shall be provided to facilitate smooth and maintenance free operation for a long period. The pulley assembly shall be fully protected by a canopy galvanized internally and externally. The head frame shall be provided with guides and stops with PVC buffer for docking the lantern carriage.Stainless Steel Wire Ropes: The stainless steel wire ropes shall be in AISI 316 grade, 7/19 construction with central core in the same material of diameter and the breaking load of rope shall not be less than 2x1450 Kg. giving a factor of safety of over 5 for the system at full load as per the TR7 referred to in the beginning of this specification. The end construction of rope for the winch drum shall be fitted with talurit and for two continuous ropes the end termination in luminary’s carriage shall be with stainless steel thimble and copper splicing and for others with stainless steel thimble and bull dog grips.Electrical System, Cable and Cable Connections: Suitable terminal box shall be provided as part of the contract at the base compartment of the high mast for terminating the incoming cable. The electrical connections from the bottom to the top shall be made by special trailing cable. The cable shall be EPR / PVC insulated and PCP sheathed to get flexibility and endurance. At the top there shall be weather proof junction box to terminate the trailing cable. The system shall have in-built facilities for testing the luminaries while in lowered position. Also, suitable provision shall be made at the base compartment of the mast to facilitate the operation of internally mounted, electrically operated power tool for raising and lowering of the lantern carriage assembly. The trailing cables of the lantern carriage rings shall be terminated by means of specially designed, metal clad, multi pin plug and socket provided in the base compartment to enable easy disconnection when required Power Tool for the Winch: Three phase, single speed, 6 pole high-powered motor of minimum rating 0.5 HP suitable to lift the load mounted on adjustable plate to adjust the length of winch motor coupling chain is to be provided in base compartment. Mechanical torque limiter is to be mounted on motor shaft to stop transmission of motion from motor to winch in case of excess load and thus prevent the damage to winch and breakage of rope.Lighting Finial: One number heavy duty hot dip galvanized lightning finial shall be provided for each mast. The lightning finial shall be minimum 1.2 M in length and shall be provided at the center of the head frame. It shall be solidly bolted to the head frame to get a direct conducting path to the center of the earth through the mast. The lightning finial shall not be provided on the lantern carriage under any circumstances in view of the safety of the system. 1 Nos. LED type single dome aviation obstruction light shall be provided each high mast.

Earthing Terminals: Earth terminal using 12mm diameter hot dip galvanized bolts shall be provided on the door stiffener of the mast for lightning and electrical earthing of the mast. (h) The firm will give the high mast parameters as given below: i) Height of the High Mast. = 12.5 Mtr. ii) Nos. of sections = 2 Nos. iii) Thickness of each section in mm. = Top: 3 mm & Bottom 3 mm minimum iv) Bottom plate thickness = 25 mm (Minimum) v) No. of rag bolts along with Anchor plate = 6 Nos. (Minimum) vi) Makes of High Mast = Valmount/ Bajaj/ Transrail. The manufacturer should be ISO 9001 certified having their own marketing division and project cell with adequate qualified and experienced Engineers to carry out the job and must have experience of handling similar turnkey jobs in past and the proof of the same is to be furnished for issue of tender documents. Further, type test is to be done at reputed institutions to validate the structural program. The winches are to be type tested through reputed institutions. The high amst manufactured should have in house civil, structural and product design facility. Also the shaft is to be manufactured from ISO 9001& ISO 14001certified factory taking care of all aspects of design, quality, environment and safety.

DSR ITEM NO. 2.8.1 (CIVIL WORK) Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. All kinds of soil (Size 1600mmx2300mmx2300mm) (Total 1.6mx2.3mx2.3m)= 8.46 cum (4 nos.x 8.46= 33.84 cum)

DSR ITEM NO. 5.9.1 (CIVIL WORK) Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete Size 1x2 (3.100+3.100) 0.45 = 7.88 sq.mtr. Size 1 - 1550mm x 900mm = (1.55mx0.9m) = (1.395x4=5.58 sq. mtr.) Size 2 - 250mmx2300mm = (2.3mx0.25m) = (0.515x4=2.3 sq. mtr.) Total (5.58+2.3= 7.88 Sq. mtr.) (4 nos.x 7.88= 31.52sq. mtr.)

DSR ITEM NO. 5.2.2 (CIVIL WORK) Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Size 1 - 250mmx2300mmx2300mm = (0.25mx2.3mx2.3m) = 1.3225 cum Size 2 - 1550mmx900mmx900mm = (1.55mx0.9mx0.9m)= 1.25 cum Total (1.3225+1.25= 2.57 cum) (4 nos. x 2.57= 10.28 cum)

DSR ITEM NO. 4.1.11 (CIVIL WORK) b) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size) (0.1mx2.3x2.3m =0.52 cum) (4 nos. x 0.52= 2.08 cum)