Public Works Department-PWD has published Construction Of Modern Sports Stadium At Baragarh , Block Shahzadpur , District Ambala ( Pdg . Street Lights ) .. Submission Date for this Tender is 21-01-2021. Street Lighting Tenders in Ambala Cantt Haryana. Bidders can get complete Tender details and download the document.
| Name of Work: Construction of Modern Sports Stadium at Baragarh, Block Shahzadpur, District Ambala (Pdg. Street Lights). | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Moulded case Circuit breakers.\n\nSupply and erection of moulded case circuit breakers on wall or on existing pedestal including bonding to earth and necessary connections.\n\n15 amp.to 60 amp. 415 V ,10 KA 3-phase. HSR No. 31.12 c (i) | BI01010001010000000000000515BI0100001113 | 3 | Each |
| 2 | 1.1 | 100 amp.to 220 amp.415 V,10 KA 3-phase. HSR No. 31.12 c (ii) | BI01010001010000000000000515BI0100001114 | 4 | Each |
| 3 | 2 | (L) Miniature Circuit Breaker and Isolator.\n\nSP MCB of 9 KA breaking capacity 6 amp. to 32 amp. HSR No. 31.17a) (ii) | BI01010001010000000000000515BI0100001115 | 64 | Each |
| 4 | 2.1 | TPN MCB of 9 KA breaking capacity 40 amp. to 63 amp. HSR No. 31.17(a) (iii) | BI01010001010000000000000515BI0100001116 | 6 | Each |
| 5 | 3 | (P) Pipe Laying.\n\nSupply and erection of pipe for wiring purposes including bends inspection boxes etc. where necessary and painting as required. \n\nGalvanised iron pipe 65 mm dia on flushed. HSR No. 31.21 (xiv) | BI01010001010000000000000515BI0100001117 | 20 | P/Mtr |
| 6 | 4 | Supply and erection of PVC pipe of 6 kg. pressure laid 1 metre below ground level complete including digging refilling of the trench with jointing etc. \n\nPVC pipe 80 mm dia. HSR No. 31.21(xxx)(b) | BI01010001010000000000000515BI0100001118 | 90 | P/Mtr |
| 7 | 5 | (Q) Earthing \n\nEarthing with GI earth pipe 4.5 m long and 40 mm dia with masonry enclosure on the top etc. as required . HSR No. 31.22 (i) | BI01010001010000000000000515BI0100001119 | 4 | Each |
| 8 | 5.1 | Extra for using salt and charcoal / coke for pipe earth electrode as required. HSR No. 31.22 (ii) | BI01010001010000000000000515BI0100001120 | 4 | Each |
| 9 | 5.2 | Earthing with GI earth plate 600 mm x 600 mm x 6 mm thick including accessories and providing masonry enclosures with cover plate having locking arrangement and watering pipe etc. ( but without charcoal or coke and salt ) complete as equired. HSR No. 31.22(iii) | BI01010001010000000000000515BI0100001121 | 10 | Each |
| 10 | 5.3 | Extra for charcoal or coke and salt for G.I. Plate or copper plate earth electrode. HSR No. 31.22(v) | BI01010001010000000000000515BI0100001122 | 10 | Each |
| 11 | 5.4 | Pdg. and fixing 25 mm x 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode as required . HSR No. 31.22(xi) | BI01010001010000000000000515BI0100001123 | 30 | P/Mtr |
| 12 | 5.5 | Pdg. and fixing 25 mm x 5 mm GI strip on surface or in recess for connections etc. as required with all labour and material. HSR No. 31.22(xv) | BI01010001010000000000000515BI0100001124 | 30 | P/Mtr |
| 13 | 5.6 | Pdg. and fixing 4.00 mm dia G.I.wire on surface or in recess for loop earthing as required . HSR No. 31.22(xvi) | BI01010001010000000000000515BI0100001125 | 20 | P/Mtr |
| 14 | 6 | Supply and erection of under ground cable, loose in existing pipe or trenches complete with necessary connections . \n\n50 Sq. mm 3.5 Core Cable . HSR No. 31.26 (xxvii) Ard. | BI01010001010000000000000515BI0100001126 | 60 | P/Mtr |
| 15 | 6.1 | 16 Sq. mm 4 Core Cable . HSR No. 31.26 (xI) Ard. | BI01010001010000000000000515BI0100001127 | 820 | P/Mtr |
| 16 | 7 | Supply and erection of suitable compression type brass cable glands for underground Cable. \n\n10 Sqmm to 16 Sqmm Cable 2 to 4 Core . HSR No. 31.28 (ii) | BI01010001010000000000000515BI0100001128 | 15 | Each |
| 17 | 7.1 | 25 Sqmm to 50 Sqmm Cable 2 to 4 Core. HSR No. 31.28 (iii) | BI01010001010000000000000515BI0100001129 | 8 | Each |
| 18 | 8 | (v) Pedestal .\n\nS/Eof Godrej Almirah typeM.S.pedestal made of 50 mm x 50 mm x 6 mm angle iron frame with 3.00 mm thick M.S.sheet covering including shutters with suitable hinges and locking arrangement with Godrej type handle including round bars . The top covering should have downward overhang of 75 mm on all sides of pedestal , having two sets of water proof ventilation holes of suitable size on the sides , at top and bottom , each set containing four Nos. holes to discharge the heat produced by the current . The shutters fixed with rubber gasket of superior quality and of suitable size to make it water proof . The pedestal duly painted both inside and outside with two coats of approved paint and primary coat and its legs are embeded upto the entire depth in 1:2:4 cement concrete block , projected 75 mm all around the pedestal and and 200 mm above the ground level including the cost of all labour and material required to complete the job in all respect upto the entire satisfaction of the Engineer-in-charge of the work:-\n\nM.S.pedestal of size 600 mm wide , 750 mm high ,300 mm deep and bottom totally open , duly embeded in cement concrete block of size 750 mm x 450 mm x 200 mm above ground level duly plastered with 12 mm thick 1:4 cement plaster , having a base of size 900 mm x 600 mm x 250 mm below ground level. HSR No. 31.33 (i) | BI01010001010000000000000515BI0100001130 | 6 | Each |
| 19 | 9 | Supply and erection of aluminium lugs heavy duty including crimping etc. upto the entire satisfaction of the Engineer-in-charge of the work.\n\n16 sqmm . HSR No. 31.35(ix) (d) | BI01010001010000000000000515BI0100001131 | 96 | Each |
| 20 | 9.1 | 50 sqmm . HSR No. 31.35 (ix) (g) | BI01010001010000000000000515BI0100001132 | 8 | Each |
| 21 | 10 | Supply and erection of PVC unsheathed copper conductor cable single core 1100 volts grade in pipe of suitable size excluding cost and erection of pipe.\n\nSize 1.5 sqmm (3 / 0.81mm). HSR No. 31.40 (i) | BI01010001010000000000000515BI0100001133 | 410 | Metre |
| 22 | 11 | Supply and erection of double door sheet steel enclosures distribution boards suitable for MCBs and ELCBs etc. recessed in wall including bonding to earth with all labour and material requared complete the job in all respect upto the entire satisfaction of the Engineer-in Charge of the work.\n\n4-way, TP & N (Horizontal) (8+12) HSR No. 31.41 (iv) | BI01010001010000000000000515BI0100001134 | 5 | Each |
| 23 | 11.1 | 8-way, TP & N (Horizontal) (8+24) HSR No. 31.41 (v) | BI01010001010000000000000515BI0100001135 | 1 | Each |
| 24 | 12 | Supply and erection of MS sadles and clamps on wall / RCC parapit for fixing underground cable at at distance of 0.60 metre centre to centre fixed by means of rawl plug including the cost of all labour and material required to complete the job in all respect. HSR No. 31.48 | BI01010001010000000000000515BI0100001136 | 60 | Each |
| 25 | 13 | S/E of mark double walled corrugated (DWC) HDPE pipe laid 1 Mtr. Below ground level including diging and refilling of earth including cost of suitable size socket cuppler for HDPE pipe including the cost of labour and material required to complete the job in all respect up to entire satisfaction of Engineer- incharge of the work.\n\nHDPE Pipe 63/50 outer dia / inner dia. HSR No. 31.67 (i) | BI01010001010000000000000515BI0100001137 | 745 | P.Mtr. |
| 26 | 14 | Supply & errection of Hot Dip Galavnized octagonal pole of 3mm thickness, with base plate including cost of nut and bolts and all accessories as supplied by manufacture including cost of foundation accessories etc. The foundation bolts as per manfacturer design should be hot dipped galvanized pole to complete with door locking arrangement. Terminal plate consisting of 2 nos. 100 A, 4 pole natural links including connection etc. with suitble connecting arrangement for 2 no. MCBs/ kit kat including cost of R.C.C 1:1. 5:3 for foundation size 0.7M x 0.7M x 1.8M with minimum of 8 nos 12 mm dia longitudinal MS reinforcement rods with rings of 8mm dia not more than 200mm C.C for fixing the pole with all labour & material required to complete the job in all respect upto the entire satisfaction of Engineer in Charge of work.\n\n9 Mtr. Long pole with top dia 70mm and bottom dia 155mm with base plate of size 260x260x16mm. HSR No. 31.68 (iii) | BI01010001010000000000000515BI0100001138 | 8 | Each |
| 27 | 15 | Supply and erection of module case circuit breaker single pole/ 4 pole on wall /on existing pedestal including bounding to earth and making necessary connection required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work.\n\n4 pole MCCB 300 amp to 400 amp HSR No. 31.69 vii | BI01010001010000000000000515BI0100001139 | 1 | Each |
| 28 | 16 | Supply and erection of heavy duty 4 pole ON load changeover load breaker switch comprising of switches 63 amp to 400 amp suitable for operation on 415 V 50 Hz AC supply complete with handle assembly having door interlock & padlocking arrangement on existing panel / including making necessary connections with petty material required to complete the job.\n\n300 amp 4 pole ON load changeover switch HSR No. 31.74 (i) v | BI01010001010000000000000515BI0100001140 | 1 | Each |
| 29 | 17 | Supply, installation, testing and Commissioning of load bank with digital meter module cost fo digital Amp./ volt meter selector switch wiring etc. suitable for operation of 240 / 415 volts A.C supply with both side cable allay, inter connection and fixing the same in existing MS pedestal complete with all labour and material required for same up to the enitire satisfaction of engineer-in-charges of work.\n\nLoad Bank 8 way 250 Amp. HSR No. 31.75 ii | BI01010001010000000000000515BI0100001141 | 1 | Each |
| 30 | 18 | HIGH MAST POLE\nSupply, installation, testing and Commissioning of 12.5 Mtr. Long High Mast manufactured from B.S.E.N. 10025 or equivalent grade material in, 2 (two) section hot dip, galvanized inside and outside in single dip, suitable for wind velocity as per IS 875 part-3 suitable for 6 Nos Lumnaire loading fully motorized (power tool) with starter & cable complete along with standard accessories supplied by the manufactured with 3 nos. steel wire rope double drum system and twin dome aviation light with LED without foundation but including cost of set of foundation nut and bollts , installation at site complete in all respect upto entire satisfaction of engineer-in-charge.\n\nThickness of Top Section =3mm (minimum) Bottom Section =3mm (minimum)\nBottom Section = 3mm (minimum)\nThickness of Galvanization\nTop =65micronb (min)\nBottom =85microm(min.)\n HSR No. 31.83 i | BI01010001010000000000000515BI0100001142 | 1 | Each |
| 31 | 19 | SITC of Hot Dip Galvanized Mast of mean height f 20m, raising lowering mast HM with nominal height and continuously tapered polygonal cross section [at least 20 sided]. The Mast structure should be pleasant in appearance & designed for suitable wind loads considering basic wind speed of 47 m/s. Mast will be designed considering a design life of 25 years. The mast sections shall be manufactured from M.S. sheets conforming to BSEN 10025, S355 J0 or equivalent, cut and folded to form a continuously tapered polygonal section. The welding shall comply IS 9595. Masts shall be delivered in three sections of approximately 10.35 m which shall be assembled at site by slip-stress-fit method. The minimum overlap distance shall be 1.5 times the diameter at penetration. There will be no circumferential welding in any section. No site welding or bolted joints in the mast sections will be allowed.\nThe Base plate without any laminations shall be welded to the bottom section of the mast. The welded joints will be fully penetrated and developed to the strengths of the respective sections. The Base plate shall be provided with supplementary gussets between the bolt holes to ensure elimination of helical stress development. Mast base section will have a lockable door of size 1200mm X 300mm for easy access to winch and power tool operations. Bottom of door shall be 500mm above the top of the base plate. All sections shall be hot dip galvanized as per IS:4759. The galvanization shall be done by single dip method for better aesthetic appearance. The mast shall have a top OAF of 250 mm and bottom OAF OF 540 mm. Thickness of bottom section shall be of 6 mm, top section shall be of 5 mm. Base plate shall be 740 mm and 32 mm thick.\nEach mast shall he 16 nos. of M30x850 mm foundation bolts which shall be cast in concrete using a template. The bolts shall have an anchor plate of 8 mm thickness for good anchorage Wind Loading. The Mast sections should be designed based on basic wind speed data as mentioned at 10m level as per IS 875, Part-III, 1987. The structural design of the mast shall comply with ILE TR 7 guidelines. The design life shall be a minimum of 25 years (for K1 factor). The foundation design shall be made by taking into considerations the following :\nSoil conditions\n 2. Loading on the mast as per ILE TR 7 and Basic wind speed as per IS 875.\n 3. Static load of the total mast structure.\n 2.0.4. Raising and Lowering Mechanism\n The high-mast shall have an optimally balanced system for raising and lowering of the Luminaries and control gear boxes for regular maintenance work. The same shall be provided by means of a double drum winch fixed at the base, 3 wire suspension wire rope system ( This system has 2 wire ropes of 8 mm diameter from Winch to compensating Disc and 3 wire ropes of 8 mm diameter from compensating disc to Lantern carriage.\nAccessories\n HEAD FRAME\n M.S. fabricated hot dip galvanized housing using IS2062 grade steel accommodating CA pulleys with stainless steel pins for the suspension of wire ropes and the electrical cables. Pulleys are grooved suitably to ensure that the wire ropes/cables do not get dislodged from their positions while raising / lowering. Self-lubricating bearings and stainless steel shaft shall be provided for smooth and maintenance free operation throughout the mast life.\n The head-frame shall be made in three compartments placed 120 degree apart for most optimum balancing of lantern carriage. Head frame shall have top canopy to protect the mast from entry of water / solid particles etc from the top.\n Top canopy shall have provision for fixing lightning arrestor of suitable design.\n LANTERN CARRIAGE\n A fabricated MS lantern carriage, which shall be hot dip galvanized shall be provided for mounting of luminaires. The luminaire arms/channels/bars shall be welded or bolted to the carriage as per bidder’s design. The lantern carriage shall be made of steel pipes. The flanges shall be jointed at site by stainless steel bolts and nuts. Inner side of the lantern carriage shall have a PVC guide ring to protect the mast surface while raising and lowering of the lantern carriage. The diameter of the lantern carriage shall be of size suitable to accommodate 24 LED light fittings in four tiers and for this double lantern ring will be required. The lantern ring should be fabricated with pipes/channels on the front and back side to get a flat mounting of the 24 LED luminaires. The length of the bars should be suitable to mount the LED luminaires as per bidder’s design.\n Note: Although Provision for 24 Luminaires, Only 20 Luminaires will be used in the project now. Space for future addition of 4 Luminaires is to be provided.\n The Double lantern carriage will have top ring at approximately 19.8 m and the second ring will be at approximately 18.3 m. The spacing of rings can be as per supplier design.\n SUSPENSION WIRES\n Three-wire suspension assembly shall be used for suspension of the lantern carriage system. Two wire ropes shall be used for connecting the compensating disc to the winch and three wire ropes shall be used to connect the lantern ring to the compensating disc The stainless steel wire rope as per AISI 316 and shall be having a nominal diameter of 8 mm.\nGrade. This shall be of 7x19 construction.\n Breaking load capacity of each wire rope shall not be less than 3500 kg with a factor of safety not less than 5.0.\n DOUBLE DRUM WINCH\n The double drum winch shall be completely self sustaining type without the need for brake shoe, springs and clutches. The winch shall have self lubrication mechanism by means of an oil bath. The gear ratio shall be 50:1 and safe working load capacity shall not be less than 1500 kg. The winch drums shall be grooved to ensure perfect seat for stable and tidy rope lay with no chances of slipping of ropes. The winch shall be a double gear and double drum winch. The rope termination in the winch shall be such that distortion or twisting is eliminated and at least 5 to 6 turns of rope remain on the drum even when the lantern carriage is at fully lowered position. It should be possible to operate the winch manually by a suitable handle or by an integral power tool.\nELECTRICAL HOIST CABLES\n The electric cable shall be EPR insulated and PCP sheathed as per IS 9968 and should be of size 5 core X 4 sq.mm, the cable shall be highly flexible for optimum design life . There shall be 2 nos. of trailing cables per mast so as to have 2 circuits. The trailing cables shall be provided with suitable 6 pin plug and socket. As there are 2 trailing cables there will 2 sets of plug and socket. For testing luminaires in lowered position receptacle shall be provided in the junction box.\n JUNCTION BOX \n 3 junction boxes shall be provided on the lantern carriage for connecting the luminaries and the trailing cables.\nPOWER TOOL\n A suitable high powered, electrically driven and electrically controlled, internally mounted power tool with manual over ride shall be provided for the raising and lowering of the lantern carriage. A handle for manual operations shall be provided as per standard practices.\n Power tool shall consist of 3-phase 415volts, 50 Hz, min. 3 HP motor. The power-tool shall have a torque limitor for protecting the wire rope system from over-loading.\n ELECTRICAL DISTRIBUTION BOARD AT THE BASE\n A suitable PVC/Hylam BOARD shall be provided at the base of the mast at door level. This will have an MCB of suitable rating for the lighting load of the mast. The MCB will terminate the in-coming supply cable and can be used as a local isolator during maintenance work. Make Bajaj/ Surya/ Philips. Note: The Agency should submit lighting design before execution of the work and the work should be done under the supervision of the said department.\n NS-1 | BI01010001010000000000000515BI0100001143 | 4 | Each |
| 32 | 20 | Supply and erection of LED Type Aviation Light-of Model no SLE AL 54 LDR required to complete the job in all respect up to the entire satisfaction of the Engineer-in-charge of the work. Make Philips/ Surya/ Bajaj/ Wipro/Havells. NS-2 | BI01010001010000000000000515BI0100001144 | 4 | Each |
| 33 | 21 | Supply and erection of 100W LED Flood light having 110 Lumens per watt of Make Surya Model No. SLE FL 100w IP 66 Lumos Max with all labour and material required to complete the job in all respect upto entire satisfaction of Engineer-in-charge of work. Make Philips/ Bajaj/ Wipro/Havells. NS-3 | BI01010001010000000000000515BI0100001145 | 10 | Each |
| 34 | 22 | Supply and erection of 200W LED Flood light having 120 lumens per watt of make SURYA Model No SLE FL 200w IP66 Lumos with all labour and material required to complete the job in all respect upto entire satisfaction of Engineer-in-charge of work. Make Philips/ Bajaj/ Wipro/Havells. NS-4 | BI01010001010000000000000515BI0100001146 | 6 | Each |
| 35 | 23 | Supply and erection of 400W LED Flood light having 130 lumens per watt of make SURYA Model no - SLE FL 400w IP66 Lumos with all labour and material required to complete the job in all respect upto entire satisfaction of Engineer-in-charge of work. Make Philips/ Bajaj/ Wipro/Havells. NS-5 | BI01010001010000000000000515BI0100001147 | 48 | Each |
| 36 | 24 | Supply and erection of Hot Dip Galvanized detachable T-Type bracket made out of 50mm sq. pipe 1000mm long with sleave of size 88.5mm, 300mm long complete with nut bol etc. required for fixing of bracket on top of 9 Mtr. long octagonal GI pole duly painted with aluminium paint with all labour and material required to complete the job in all respect up to the entire satisfaction of Engineer-in-Charge of work. NS-6 | BI01010001010000000000000515BI0100001148 | 8 | Each |
| 37 | 25 | Construction of RCC foundation for 12.5/16/20 mtr HM complete in all respects as per the appendend design including th ecost of digging sand filling 6" lean concrete 1:8:16/ brick souling, bar binding cement concrete (M-20) shuttering, fixing of foundation bolts, refelling, carring & erection of HM on foundation including petty materialo to complete the job in all respects upto the entire satisfaction of Engineer-in- Charge of work. L.S. NS-7 | BI01010001010000000000000515BI0100001149 | 5 | Each |
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