Public Administrative Department Local Bodies Closing in 1 days TDR #57402652

Tender For Development Of Arogya Fitness Trail In 08 No. Mpl Parks Of Ag Block Shalimar Bagh In Ward No.56/K.P.Zone

Issued by Local Bodies · Delhi, Delhi
Tender Value
Ref. Documents
Estimated cost
Bid Submission
30 Sep 2026
1 days left
EMD
4.62 Lakhs
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Delhi → Delhi
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Development Of Arogya Fitness Trail In 08 No. Mpl Parks Of Ag Block Shalimar Bagh In Ward No.56/K.P.Zone

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 17-Sep-2026 EXTENSION OF DATE Date 23-Sep-2026
2 15-Sep-2026 CORRIGENDUM Other 30-Sep-2026
3 21-Sep-2026 CORRIGENDUM Date 30-Sep-2026
4 15-Sep-2026 CORRIGENDUM Other 23-Sep-2026
5 17-Sep-2026 EXTENSION OF DATE Date 23-Sep-2026
6 15-Sep-2026 CORRIGENDUM Other 17-Sep-2026

BOQ

Name of Work:- Development of Arogya fitness Trail in 08 no. Mpl Parks of AG Block Shalimar bagh in Ward no.56/K.P.Zone
Sl. No. Item Description
1Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment).
2Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
3Supplying and spreading of sand in Lawn area, including watering, mixing and dressing complete
4CARRIAGE OF MATERIALS By Manual Labour including loading, unloading and stacking for lead less than 0.50 KM 1.2.2 Earth
5Rough dressing the trenched ground including breaking clods
6Fine dressing of the ground.
7Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).
8Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light, watering with sprinkler and maintenance for 30 days or more till the grass establish properly as per direction of officer-in-charge.
9Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge
10Providing and stacking Tradescantia, full of leaves in Earthen Pot/Plastic Pot of size 15 cm and as per direction of the officer-in-charge.
11Providing and stacking of Nerium oleander (kaner) dwarf of height 30-40 cm. in earthen pot of size 20 cm as per direction of the officer-in-charge
12Providing and stacking of Hamelia patens (Dwarf ) of height 30-45 cm. with 3-4 branches in earthen pot of size 20 cm as per direction of the officer-in-charge.
13Providing and stacking of Tabernaemontana divaricata (Chandni double) of height 90-105 cm., bushy in big size HDPE bag as per direction of the officer-in-charge.
14Providing and stacking of Plumeria alba height 165-180 cm. with 3-4 branches and thick stem in big size HDPE bag as per direction of the officer-in-charge
15Providing, stacking and Displaying Poinsettia dwarf multi head, having 25 to 30 cm ht., with 5 to 7 branches with fully coloured top with fresh & healthy foliage well developed in 20 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge.
16Providing and stacking Clerodendrum inerme having ht. 25 cm to 30 cm multi branched in 25 cm size of Earthen Pot / Plastic Pot and as per direction of the officer-in-charge.
17Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : 13.99.1 One or more coats on old work
18Plantation of Trees, Shrubs, Hedge, ground covers and seasonal plants at site i/c watering and removal of unsaverieable material’s as per direction of officer in charge (excluding cost of plant & water). 2.57.1 Trees Plant
19Plantation of Trees, Shrubs, Hedge, ground covers and seasonal plants at site i/c watering and removal of unsaverieable material’s as per direction of officer in charge (excluding cost of plant & water). 2.57.2 Shrubs Plant
20Plantation of Trees, Shrubs, Hedge, ground covers and seasonal plants at site i/c watering and removal of unsaverieable material’s as per direction of officer in charge (excluding cost of plant & water). 2.57.3Hedge Plant/ Ground Cover Plants /Seasonal Plants
21PROVIDING & FIXING OF Double PARALLEL BAR SIZE 1105 X 550 X 11480 MM MAKE OF GREEN GYM OREQUIVALENT FABRICATED WITH MAIN POST OF 140 MM DIA AND 3.0 MM THICK REST OF THE PIPES ARE 40MMDIA AND 3.0 MM THICK ALL PIPES MADE UP OF HOT ROLLED TUBULAR STEEL AND HOT DIPPED GALVANIZED, AND POWDER COATED USING AKZO NOBEL OR EQUIVALENT OF 80-120 MICRON THICK. ALL WELDING JOINTS OF PIPEARE ROBOTIC WELDED WITH JOINTS SCALLOPED AS NECESSARY AND DRESSED OFF REMOVING SHARP EDGES ANDBURRS. ZINC PRIMER PAINT TO BE APPLIED AT ALL WELDING POINTS PRIOR TO FINISHING. PADALS SHALL BE MADEUP OF NYLON ALLOY WITH ROUNDED EDGE OF PREVENT ANY IMPACT OF INJURY AND SEAT TO BE MADE FROMVIRGIN LLDPE MANUFACTURED BY ROTATIONAL MOULDING WITH MINIMUM THICKNESS OF PLASTIC 4.00MM, COLOURFUL AND U V RESISTANT ENVIRONMENTAL FRIENDLY. BEARING USED SHALL BE MAINTENANCE FREE, DULYOILED SEALED AND SELF LUBRICATED MADE BY REPUTED COMPANY TO BE APPROVED BY OFFICER-IN-CHARGE.EQUIPMENT TO BE FITTED WITHIN BUILT LIMITERS TO PREVENT UNWANTED MOVEMENTS. ALL OPEN ENDS OF PIPETO BE COLOURED BY GI/LLDPE CAPS FOR USER SAFETY. THE EQUIPMENT TO BE FIXED ON GROUND WITH CONCRETEOF MINIMUM STRENGTH M25 AND J SHAPED WELDED BOLTS AND ONCE THE CONCRETE IS SET, FIX THE EQUIPMENT ON TO IT AND COVER NUTS AND BOLTS WITH THE BASE PLATE COVER, ALL COMPLETE AS PER DIRECTIONAND APPROVAL OF OFFICER-IN-CHARGE REGARDING MATERIAL, SHAPE OF EQUIPMENT, COLOUR ON METAL, SEATAND BASE COVER PLATE AND FIXING OF EQUIPMENT ETC ALL EQUIPMENT SHALL BE 3RD PARTY QUALITY CERTIFIED BY INTERNATIONAL TESTING LABORATORY GOVT. OF INDIA APPROVED MSME. OUTDOOR GYM EQUIPMENT MUST CONFIRM DIN 79000 AND EN 16630, CE CERTIFIED, I.S.O. 9001:2015 QUALITY MANAGEMENT SYSTEM, I.S.O. 14001:2014 ENVIRONMENT MANAGEMENT SYSTEMS FOR QUALITY/DESIGN STANDARD.
22PROVIDING & FIXING OF TRIPPLE TWISTER STANDING DIMENSIONS: - 1150MM (LENGTH) X 1150MM (WIDTH) X 1580MM. (HEIGHT). SAFE AREA: - DIA 2.1MTR. TRIPLE TWISTER MADE FROM “C” CLASS GALVANIZED IRON (G.I.) PIPE OF DIFFERENT NB. NB STANDS FOR NOMINAL BORE SIZES I.E. INTERNAL DIAMETER OF PIPE IN MILLIMETERS. THE CENTER PIPE IS OF 100NB MADE FROM OR “C” CLASS G.I. ROUND PIPE. THE BOTTOM SUPPORT WELDED IS OF M.S. ROUND PLATE OF DIA 250 MM & 10MM THICK. THE STANDING FRAME IS OF 32NB MADE FROM “C” CLASS G.I. PIPE. THE HANDLE FRAME OF TRIPLE TWISTER IS OF 25 MM NB MADE FROM OR “C” CLASS G.I. PIPE. THE FOUNDATION USED FOR FIXING IS A STRUCTURE AND MADE FROM CENTER PIPE OF G.I. OF 80MM NB OR “C” CLASS WELDED WITH M.S. ROUND PLATE OF DIA 250 MM & 10MM THICK. MAIN PIPE SUPPORTED WITH 25 MM X 25MM M.S. ANGLE OF 3 MM THICKNESS AND 20MM X 40MM CRC SQUARE PIPE OF 3MM THICKNESS THE STANDING PLATE IS FITTED ON THE FRAME MADE UP OF DIA 80MM SEAMLESS PIPE. M.S. ROUND PLATE OF SIZE DIA 300MM X 10MM THICKNESS. CLOSING CAPS OF TOP QUALITY FIBER REINFORCED PLASTIC MATERIAL WHICH IS OF 2 MM THICK. THE PINS USED ARE MADE UP OF DIA 25 MM SAE8620 BRIGHT MATERIAL. THE BEARINGS USED ARE OF “6205ZZ” PERMANENT LUBRICATED SEALED BEARING OF REPUTED BRAND (FAG/SKF). HIGH TENSILE STEEL WITH GALVANIZED NUTS & BOLTS ARE USED FOR ASSEMBLY. THE GYM EQUIPMENT SHALL BE FINISHED SMOOTH WITH A PRIMER COATING OF AT LEAST 40 MICRON FOLLOWED BY EPOXY BASED POWDER COATING WITH POLYSTER POWDER COATING OF AT LEAST 60 TO 70 MICRON THICKNESS USING EXONOBEL / BERGER MAKE PAINTS OR ITS EQUIVALENT PAINTS. THE HOLDING DOWN/FIXING OF GYM EQUIPMENTS SHALL BE EMBEDDED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1CEMENT : 2 COARSE SAND :4 STONE AGG. 20MM NOMINAL SIZE)
23PROVIDING & FIXING OF SEATED TWISTER THREE IN ONE (DIMENSIONS: - 1150MM (LENGTH) X 1150MM (WIDTH) X 1300MM (HEIGHT). SAFE AREA: - 2MTR X 2MTR. SEATED TWISTER EQUIPMENT MADE FROM “C” CLASS G.I. PIPE OF DIFFERENT NB. NB STANDS FOR NOMINAL BORE SIZES I.E. INTERNAL DIAMETER OF PIPE IN MILLIMETERS THE CENTER PIPE IS OF 80 NB MADE FROM “C” CLASS G.I. PIPE. THE CHAIR PIPE IS OF 50 NB MADE FROM “C” CLASS G.I. PIPE. THE M.S. ROUND PLATE OF DIA 250 MM & 10MM THICKNESS IS WELDED AT BOTTOM. THE SUPPORTING FRAME OF THE SEATED TWISTER IS OF 32 NB MADE FROM “C” CLASS G.I. PIPE. THE HANDLE FRAME OF SEATED TWISTER IS OF 25 MM NB MADE FROM “C” CLASS G.I. PIPE. THE FOUNDATION USED FOR FIXING IS A STRUCTURE AND MADE FROM CENTER PIPE OF G.I. OF 80 NB “C” CLASS, WELDED WITH M.S. ROUND PLATE OF DIA 250 MM & 10MM THICK. MAIN PIPE SUPPORTED WITH 25 MM X 25MM M.S. ANGLES OF 3 MM THICKNESS AND 20MM X 40MM CRC SQUARE PIPES OF 3MM THICKNESS. THE TWISTER PLATE IS FITTED ON THE SUPPORTING FRAME IS MADE UP OF 60NB SEAMLESS PIPE. DIA 300MM X 10MM THICKNESS M.S. ROUND PLATE. CLOSING CAPS MADE FROM TOP QUALITY FIBER REINFORCED PLASTIC MATERIAL WHICH IS OF 2 MM THICKNESS. THE BEARINGS USED BE PERMANENT LUBRICATED SEALED BEARING OF REPUTED BRAND. HIGH TENSILE STEEL WITH GALVANIZED NUTS AND BOLTS ARE USED FOR ASSEMBLY. THE GYM EQUIPMENT SHALL BE FINISHED SMOOTH WITH A PRIMER COATING OF AT LEAST 40 MICRON FOLLOWED BY EPOXY BASED POWDER COATING WITH POLYSTER POWDER COATING OF AT LEAST 60 TO 70 MICRON THICKNESS USING EXONOBEL / BERGER MAKE PAINTS OR ITS EQUIVALENT PAINTS. THE HOLDING DOWN/FIXING OF GYM EQUIPMENTS SHALL BE EMBEDDED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1CEMENT : 2 COARSE SAND :4 STONE AGG. 20MM NOMINAL SIZE)
24PROVIDING & FIXING OF ARM AND PADDLE BIKE (DIMENSIONS: - - 1100MM (LENGTH) X 500MM (WIDTH) X 900MM (HEIGHT). SAFE AREA: - 2000MM (LENGTH)X1000MM(WIDTH). ARM AND PADDLE BIKE MADE FROM “C” CLASS GI PIPE. THE CENTER PIPE IS OF 40MM NB MADE FROM “C” CLASS GI PIPE. THE HANDLES IS MADE UP OF CASTED IRON MATERIAL WITH PLASTIC HOLDING GRIPS. FOR FOUNDATION HOLE PASS PROVISION IS PROVIDED. THE FOOTRESTS IS MADE FROM ALUMINUM CASTING MATERIAL, ITS SIZES ARE 130 MM X 300 MM & 3 MM THICKNESS. THE SEATS AND BACK RESTS ARE FITTED ON THE OUTER FRAMES ARE MADE UP OF M.S. SHEET OF SIZE 330 MM X 300 MMX2MM THICKNESS AND DEEP DRAWN AND PRESSED IN TOOLS AND DIES TO HAVE UNIFORM RADIUS OF 20 MM WITH NO SHARP EDGES. THE PINS USED IS MADE UP OF 25 MM DIAMETER HARDEN LOW CARBON STEEL. THE BEARINGS USED IS OF “6205” PERMANENT LUBRICATED SEALED BEARING. THE NUT BOLTS USED FOR ASSEMBLY ARE MADE FROM S.S. MATERIAL. THE GYM EQUIPMENT SHALL BE FINISHED SMOOTH WITH A PRIMER COATING OF AT LEAST 40 MICRON FOLLOWED BY EPOXY BASED POWDER COATING WITH POLYSTER POWDER COATING OF AT LEAST 60 TO 70 MICRON THICKNESS USING EXONOBEL / BERGER MAKE PAINTS OR ITS EQUIVALENT PAINTS. THE HOLDING DOWN/FIXING OF GYM EQUIPMENTS SHALL BE EMBODED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1CEMENT : 2 COARSE SAND :4 STONE AGG. 20MM NOMINAL SIZE).
25PROVIDING AND FIXING OF FOUR ARM WHEEL (4 NOS SMALL WHEELS). SIZE 850X1100X1500MM, FABRICATED WITH A MAIN POST OF 114MM AND 4.00MM THICK “C” CLASS G.I. PIPE MADE OF HOT ROLLED TUBULAR STEEL, HOT DIPPED GALVANIZED, AND POWDER COATED USING AKZO NODEL OF 80–120 MICRON THICKNESS. THE CIRCULAR SPINNERS SHALL BE MADE FROM 32MM DIA HOT DIPPED GALVANIZED STEEL RODS AND WELDED ONTO THE POST USING 6MM DIA HOT DIPPED GALVANIZED STEEL SUPPORTS. ALL JOINTS OF PIPE SHALL BE ROBOTIC WELDED, SCALLOPED AS NECESSARY, AND DRESSED OFF TO REMOVE SHARP EDGES AND BURRS, WITH ZINC PRIMER PAINT APPLIED AT ALL WELDING POINTS PRIOR TO FINISHING. PEDALS SHALL BE MADE OF NYLON 3 ALLOY WITH ROUNDED EDGES TO PREVENT INJURY, AND BEARINGS SHALL BE MAINTENANCE-FREE, DULY OIL SEALED, AND SELF-LUBRICATED. THE EQUIPMENT SHALL BE FIXED ON GROUND WITH CONCRETE AFTER DEEP EXCAVATION WORK OF MINIMUM STRENGTH M-25 USING J-SHAPE WELDED BOLTS, AND ONCE THE CONCRETE IS SET, THE EQUIPMENT SHALL BE FIXED ONTO IT AND COVERED WITH THE BASE PLATE. ALL COMPLETE AS PER THE DIRECTION OF ENGINEER IN CHARGE OR AS PER APPROVED DRAWING & DESIGN GIVEN BY MANUFACTURER INCLUDING AFTER DEEP EXCAVATION/EARTH WORK , C:C WORK UP TO PLINTH LEVEL, CC BLOCK 1:2:4 (1 CEMENT:2 COARSE SAND :4 GRADED STONE AGGREGATE 20MM NOMINAL SIZE ) OF REQUIRED SIZE AS PER DEPARTMENT / MANUFACTURERS SPECIFICATIONS. FOR THE LAYING OF FOUNDATION OF EQUIPMENT C:C WORK SHALL BE PAID SEPARATELY. COST OF EACH EQUIPMENT INCLUDING COMPREHENSIVE MAINTENANCE FOR 1 YEAR.ALL G I PIPE TO BE USED OF MAKE APOLLO/ JINDAL/ TATA WITH POWDER COATING PROCESS.
26PROVIDING & FIXING OFSKY WALKER /Double cross walker DIMENSIONS: - 1720MM (LENGTH) X 630MM (WIDTH) X 1750MM.(HEIGHT). SAFE AREA: - 2.7MTR X 1.6MTR. SKY WALKER EQUIPMENT MADE FROM “C” CLASS G.I. PIPE OF DIFFERENT NB.NB STANDS FOR NOMINAL BORE SIZES I.E. INTERNAL DIAMETER OF PIPE IN MILLIMETERS. THE MAIN FRAME PIPE IS OF 80MM NB MADE FROM “C” CLASS G.I. MATERIAL WHICH IS BEND AT THE RADIUS OF 250MM.THE LEG MOVEMENT FRAME IS OF 50 X 50MM X 3MM THICK CRC SQUARE PIPE. SLEEVES ARE MADE UP OF 100 MM OD M.S. PIPE WITH THICKNESS 5MM. THIS RESULTS IN EASY REPLACEMENT OF BEARINGS, PINS AND HANDLE THE HANDLE FRAME IS OF 25MM NB MADE FROM “C” CLASS G.I. PIPE. THE FOUNDATION USED FOR FIXING IS A STRUCTURE AND MADE FROM CENTER PIPE OF G.I. OF 80 NB “C” CLASS. WELDED WITH M.S. ROUND PLATE OF DIA 250 MM & 10MM THICK. MAIN PIPE SUPPORTED WITH 25 MM X 25MM M.S. ANGLES OF 3 MM THICKNESS AND 20MM X 40MM CRC SQUARE PIPES OF 3MM THICKNESS. TWO FOUNDATIONS ARE PROVIDED FOR RIGID SUPPORT. THE FOOTRESTS MADE FROM INJECTION MOULDED PLASTIC LLDPE / HDPE. CLOSING CAPS ARE MADE UP OF INJECTION MOULDED PLASTIC LLDPE / HDPE. THE PINS USED ARE MADE UP OF DIA 25MM SAE8620 BRIGHT MATERIAL. PINS ARE FIXED AT THE OUTER END WITH M8 GRUB SCREWS AND DIA.8MM SS BALL. THE BEARINGS USED ARE “62052RS1” ARE PERMANENT LUBRICATED SEALED BEARING OF REPUTED BRAND. HIGH TENSILE STEEL WITH GALVANIZED NUTS & BOLTS ARE USED FOR ASSEMBLY. THE CERCLIPS USED FOR ASSEMBLY ARE OF A24 TYPE. THE GYM EQUIPMENT SHALL BE FINISHED SMOOTH WITH A PRIMER COATING OF ATLEAST 40 MICRON FOLLOWED BY EPOXY BASED POWDER COATING WITH POLYSTER POWDER COATING OF AT LEAST 60 TO 70 MICRON THICKNESS USING EXONOBEL / BERGER MAKE PAINTS OR ITS EQUIVALENT PAINTS. THE HOLDING DOWN/FIXING OF GYM EQUIPMENTS SHALL BE EMBODED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1CEMENT : 2 COARSE SAND :4 STONE AGG. 20MM NOMINAL SIZE).
27PROVIDING & FIXING OFTEST RIG MANUFACTURED BY COMBINATION OF ANTI-CORROSIVE TREATED. MILD STEEL AND ALL-SEASON ARTIFICIAL WOOD TO SEEK ECO-FRIENDLY GREENERY EFFECT. DIMENSIONS: (L X W X H) = 3650X2300X2220 MM. MAIN FRAME COVER - COMPLETELY COVERED TOP TO BOTTOM WITH ALL-SEASON ARTIFICIAL WOOD, OUTER SIZE 120X120MM, 93X93MM INNER AREA TO ACCOMMODATE SQUARE TUBE SHAPE WHICH IS COMPLETELY MOLDED IN ONE SINGLE PIECE. ARTIFICIAL WOOD 100% WATER RESISTANCE AND DULY CERTIFIED BY CII FOR GREEN PRODUCTS. ARTIFICIAL WOOD SHOULD CONSIST WOOD POWDER MORE THAN 50%. U.V. RESISTANCE AS PER IS 14887 – 2000. ALL ROUND PIPES SHOULD BE OF “HEAVY GRADE\\" AS PER IS 1239 (HIGHEST THICKNESS AS PER IS 1239). MAIN FRAME - CONSIST –. 90X90X3MM THICKNESS SQUARE TUBE GET MAXIMUM INTERNAL STRENGTH TO STRUCTURE. ALL PROFILES USED ARE OF MS SHEET OF 8MM THICK AND DULY CUT ON LASER CUTTING MACHINE WITH NO SHARP EDGE AND SHARP BEND. ALL ACCESSORIES SHOULD BE DEMOUNTABLE TYPE. ALL HANDLE DEMOUNTABLE TYPE – 32 NB HEAVY GRADE GI PIPE ATTACHED 5 MM THICK MS PLATE FOR DEMOUNTABLE SYSTEM NUT & BOLTS - ALL NUT & BOLT MADE FROM STAINLESS STEEL. FOUNDATION STOOL: MADE FROM MAIN PIPE 90X90X3MM PIPE AND TOP SUPPORT OF M.S. PLATE OF 250X250MM SQUARE 10MM THICKNESS IS WELDED TOP. 40X8MM MS FLAT WITH 20X40MM M.S. PIPE. HEIGHT OF STOOL IS 500MM. ALL PILLARS SHOULD HAVE PROVISION OF SQUARE PLATE 250X250X10 MM FOR MOUNTING ON FOUNDATION STOOL. RIG CONSIST OF 1 HORIZONTAL BAR , 2 DOUBLE BAR , PUSH UP HANDLES, 1 LEG RAISE , 1 MONKEY BAR AND 2 CHIN UP HANDLES. CHIN UP SHOULD HAVE LEG RESTING SUPPORT TO BE MADE OF 40X40 MS PIPE AND COVERED WITH 1.5MM THICK SS304 CHECKER PLATE TO AVOID PAINT DAMAGES. LEG RAISE HANDLE SHOULD HAVE HAND GRIP MADE UP OF SS304 MATERIAL. FOUNDATION STOOL DESIGN SUITABLE TO APPLICATION AND IS EMBEDDED IN C.C. 3:2:1 STOCK BELOW GROUND LEVEL. POWDER COATING: - THE POWDERS TO BE USED OF PURE POLYESTER MATERIAL OF AKZONOBEL MAKE WITH 70 TO 90 MICRON THICKNESS. PRE-TREATED WITH PRIMARY COAT OF 40 MICRONS OF ETCH PRIMER WHICH IS SPECIALLY DEVELOPED FOR GI MATERIAL. INSTRUCTION STICKER FOR ALL USES OF SIZE 90MM X 160MM OF SS 304 RUSTPROOF GRADE PLATE WITH 0.8MM THICKNESS DULY LASER MARKED PRINTING & RIVETED ON 5MM THICK MS PLATE. AVOIDED PLASTIC AND PRINTED STICKERS TO HAVE LIFELONG DURABILITY. SAFETY & MAINTENANCE:-ALL EQUIPMENT SHOULD BE TESTED AS PER EN16630 SAFETY NORMS AND CARRIES CE MARK. MAINTENANCE SHOULD BE FOLLOWED AS PER EN 16630 GUIDELINES. THE EQUIPMENT SHOULD BE WITHSTAND FOR THE WEIGHT OF USER UP TO 150KG. USER MANUAL WITH TROUBLE SHOOTING GUIDE SHOULD BE AVAILABLE AND SUPPLY WITH THE EQUIPMENT. DISPLAY FOR HOW TO USE, DO AND DON’TS AND CONTACT DETAILS FOR MAINTENANCE AND GRIEVANCE REDRESSAL SHOULD BE AVAILABLE ON SITE.
28PROVIDING & FIXING OF CHEST PRESS . DIMENSIONS: - 2000MM (LENGTH) X 710MM (WIDTH) X 2200MM. (HEIGHT). SAFE AREA: - 3.0MTR X 1.7MTR. CHEST PRESS EQUIPMENT MADE UP OF “C” CLASS G.I. PIPE OF DIFFERENT NB. NB STANDS FOR NOMINAL BORE SIZES I.E. INTERNAL DIAMETER OF PIPE IN MILLIMETERS. THE CENTER PIPE IS OF 100NB MADE UP OF “C” CLASS G.I. PIPE. THE BOTTOM WELDED WITH SUPPORT OF M.S. ROUND PLATE OF DIA 250 MM & 10MM THICKNESS. THE CONNECTING PIPES ARE MADE UP FROM 25NB “C” CLASS G.I. PIPE. THE HANDLE FRAME IS MADE UP FROM 32NB “C” CLASS G.I. PIPE. TO BUILD STRUCTURE BUSHES ARE USED WHICH ARE MADE FROM MS SEAMLESS PIPE OF 60MM O.D. AND 5MM THICKNESS AS WELL AS 60MM DIAMETER SOLID BAR BUSH IS USED. THE FOUNDATION USED FOR FIXING IS A STRUCTURE AND MADE FROM CENTER PIPE OF G.I. OF 80 NB “C” CLASS. WELDED WITH M.S. ROUND PLATE OF DIA 250 MM & 10MM THICK. MAIN PIPE SUPPORTED WITH 25 MM X 25MM M.S. ANGLES OF 3 MM THICKNESS AND 20MM X 40MM CRC SQUARE PIPES OF 3MM THICKNESS. THE SEATS AND BACK RESTS ARE FITTED ON THE OUTER FRAMES ARE MADE UP OF M.S. SHEET OF SIZE 330MM X 300 MMX2MM THICKNESS AND DEEP DRAWN AND PRESSED IN TOOLS AND DIES TO HAVE UNIFORM RADIUS OF 20 MM WITH NO SHARP EDGES. CLOSING CAPS ARE MADE UP OF INJECTION MOULDED PLASTIC LLDPE / HDPE. FOUNDATION COVER CLOSING CAP IS MADE FROM INJECTION MOULDED PLASTIC LLDPE / HDPE. PINS USED OF DIAMETER 25MM AND 17MM ARE MADE UP FROM SAE 8620 BRIGHT MATERIAL. BOLT M8X16 MM AND NYLOCK NUT OF M8 MADE OF SS 304 USED ON NYLON CAP MOUNTED ON PINS TO PROTECT BEARINGS AND PINS FROM RAIN AND DUST. THE BEARINGS USED ARE OF “62052RS1” &“62032RS1” PERMANENT LUBRICATED SEALED BEARING OF REPUTED BRAND. HIGH TENSILE STEEL WITH GALVANIZED NUTS & BOLTS ARE USED FOR ASSEMBLY. THE CER CLIPS USED FOR LOCKING IS MADE UP OF A24 MM & A16MM. THE GYM EQUIPMENT SHALL BE FINISHED SMOOTH WITH A PRIMER COATING OF ATLEAST 40 MICRON FOLLOWED BY EPOXY BASED POWDER COATING WITH POLYSTER POWDER COATING OF AT LEAST 60 TO 70 MICRON THICKNESS USING EXONOBEL / BERGER MAKE PAINTS OR ITS EQUIVALENT PAINTS. THE HOLDING DOWN/FIXING OF GYM EQUIPMENTS SHALL BE EMBODED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1CEMENT : 2 COARSE SAND :4 STONE AGG. 20MM NOMINAL SIZE).
29PROVIDING & FIXING OF LEG PRESS LEG PRESS IS MADE FROM “C” CLASS GI-PIPE. THE CENTER PIPE IS OF 100MM NB MADE FROM “C” CLASS GI-PIPE, AND THE BOTTOM SUPPORT IS OF MS ROUND PLATE OF 250MM DIA& 10MM THICK IS WELDED AT THE BOTTOM OF THE PIPE. THE REMAINING FRAME IS MADE OF 32MM NB “C” CLASS GI-PIPE. THE HANDLE FRAME IS MADE OF 25MM NB “C” CLASS GI-PIPE. MIDDLE SUPPORT IS OF 25MM NB “C” CLASS GI-PIPE. LOWER FRAME IS MADE OF 32MM NB “C” CLASS GI-PIPE. FOR THE ASSEMBLY DIFFERENT BUSHES ARE USED WHICH IS MADE FROM 60MM WITH 3MM THICK SEAMLESS PIPE IS USED. THE FOUNDATION USED FOR FIXING IT CONSIST OF THREE EQUAL ITEMS I.E 80MM NB MADE FROM “C” CLASS GI-PIPE, MS ROUND PLATE OF 250MM DIA& 10MM THICK, 25MMX25MMX3MM MS ANGLE. CLOSING CAPS ARE MADE FROM TOP QUALITY LLDPE MATERIAL WHICH IS OF 2MM THICK. THE PINS USED ARE MADE UP OF 25MM DIA SOLID BAR. THE BEARINGS USED ARE OF “6205 PERMANENT LUBRICATED SEALED BEARING OF REPUTED MAKE. THE NUT BOLTS USED FOR ASSEMBLY ARE MADE FROM SS MATERIAL.HIGH TENSILE STEEL WITH GALVANIZED NUTS & BOLTS ARE USED FOR ASSEMBLY. THE CIRCLIPS USED FOR ASSEMBLY ARE MADE UP OF 25MM DIA. THE FOUNDATION PIPES ARE EMBEDDED IN CC STOCK AND PAINTING IS DONE BY ATTRACTIVE COLOR SPRAYING AFTER PROPER SURFACE TREATMENT, THE INITIAL COAT OF PRIMER SURFACE IS APPLIED BEFORE TOP COAT. THE POWDER COATING IS DONE FROM POLY RETHANE& EPOXY POWDER WITH 60 TO 70 MICRON THICKNESS.THE HOLDING DOWN/FIXING OF GYM EQUIPMENTS SHALL BE EMBODED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1CEMENT : 2 COARSE SAND :4 STONE AGG. 20MM NOMINAL SIZE)
30PROVIDING & FIXING OF SIT UP BOARD: FOR USE OF TWO PERSONS AT ONE TIME. DIMENSIONS: - 1820MM (LENGTH) X 430MM (WIDTH) X 580MM (HEIGHT). SAFE AREA:- 2.8MTR X 0.6MTR. SIT UP BOARD EQUIPMENT MADE FROM “C” CLASS G.I. PIPE OF DIFFERENT NB.NB STANDS FOR NOMINAL BORE SIZES I.E. INTERNAL DIAMETER OF PIPE IN MILLIMETERS. THE MAIN FRAME IS OF 50MM NB MADE FROM “C” CLASS G.I. PIPE IN A SINGLE BEND AND SUPPORTED WITH THE MS ROUND PLATE OF DIA 250X10MM THICKNESS. FIBER REINFORCED PLASTIC SHEET OF 3MM THICKNESS IS BOUNDED ON 25MM NB (G.I.) “C” CLASS PIPE OF MAIN FRAME. THE BASE SUPPORT OF THE SIT UP BOARD IS MADE 40NB (G.I.) “C” CLASS PIPE. THE FOUNDATION USED FOR FIXING IS A STRUCTURE AND MADE FROM CENTER PIPE OF G.I. OF 80 NB “C” CLASS WELDED WITH M.S. ROUND PLATE OF DIA 250 MM & 10MM THICK. MAIN PIPE SUPPORTED WITH 25 MM X 25MM M.S. ANGLES OF 3 MM THICKNESS AND 20MM X 40MM CRC SQUARE PIPES OF 3MM THICKNESS. THE GYM EQUIPMENT SHALL BE FINISHED SMOOTH WITH A PRIMER COATING OF ATLEAST 40 MICRON FOLLOWED BY EPOXY BASED POWDER COATING WITH POLYSTER POWDER COATING OF AT LEAST 60 TO 70 MICRON THICKNESS USING EXONOBEL / BERGER MAKE PAINTS OR ITS EQUIVALENT PAINTS. THE HOLDING DOWN/FIXING OF GYM EQUIPMENTS SHALL BE EMBODED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1CEMENT : 2 COARSE SAND :4 STONE AGG. 20MM NOMINAL SIZE)
31PROVIDING & FIXING OF TRICEPS PULLER (DIMEMSIONS:- 2110MM (LENGTH) X 600MM (WIDTH) X 1600MM (HEIGHT) TRICEPS PULLER IS MADE FROM “C” CLASS GI-PIPE. THE CENTER PIPE IS OF 100MM NB MADE FROM “C” CLASS GI-PIPE, AND THE BOTTOM SUPPORT IS OF MS ROUND PLATE OF 250MM DIA& 10MM THICK IS WELDED AT THE BOTTOM OF THE PIPE. THE REMAINING FRAME IS MADE OF 32MM NB “C” CLASS GI-PIPE. THE HANDLE FRAME IS MADE OF 32MM NB & 25MM NB “C” CLASS GI-PIPE. THE SEAT FRAME IS OF 32MM NB “C” CLASS GI-PIPE. FOR THE ASSEMBLY DIFFERENT BUSHES ARE USED WHICH IS MADE FROM 60MM WITH 3MM THICK SEAMLESS PIPE IS USED. THE FOUNDATION USED FOR FIXING IT CONSIST OF THREE EQUAL ITEMS I.E 80MM NB MADE FROM “C” CLASS GI-PIPE, MS ROUND PLATE OF 250MM DIA& 10MM THICK, 25MMX25MMX3MM MS ANGLE. CLOSING CAPS ARE MADE FROM TOP QUALITY LLDPE MATERIAL WHICH IS OF 2MM THICK. THE PINS USED ARE MADE UP OF 25MM & 17MM DIA SOLID BAR. THE BEARINGS USED ARE OF “6205 & 6203” PERMANENT LUBRICATED SEALED BEARING OF REPUTED MAKE. THE NUT BOLTS USED FOR ASSEMBLY ARE MADE FROM SS MATERIAL. THE CIRCLIP USED FOR ASSEMBLY IS MADE UP OF 25MM & 17MM DIA.HIGH TENSILE STEEL WITH GALVANIZED NUTS & BOLTS ARE USED FOR ASSEMBLY. THE FOUNDATION PIPES ARE EMBEDDED IN CC STOCK AND PAINTING IS DONE BY ATTRACTIVE COLOR SPRAYING AFTER PROPER SURFACE TREATMENT, THE INITIAL COAT OF PRIMER SURFACE IS APPLIED BEFORE TOP COAT. THE POWDER COATING IS DONE FROM POLY RETHANE& EPOXY POWDER WITH 60 TO 70 MICRON THICKNESS.THE HOLDING DOWN/FIXING OF GYM EQUIPMENTS SHALL BE EMBODED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1CEMENT : 2 COARSE SAND :4 STONE AGG. 20MM NOMINAL SIZE)
32PROVIDING AND FIXING OF KNEE BACK STRETCH/ LEG STRETCH OF SIZE 1200X550X900MM FABRICATED WITH MAIN POST OF 114MM AND 4.00MM THICK “C” CLASS G.I. PIPE MADE OF HOT ROLLED TUBULAR STEEL AND HOT DIPPED GALVANIZED AND POWDER COATED USING AKZO NOBEL OF 80-120MM MICRON THICK / HDPE / LLDPE (FIBER REINFORCED PLASTIC / HIGH DENSITY POLY ETHYLENE / LINEAR LOW DENSITY POLY ETHYLENE) SEAT WITH BACKREST IS FIXED OVER 40NB GALVANIZED BEND PIPE. THIS BEND PIPE IS FURTHER ATTACHED TO 114NB MAIN SUPPORTING PIPE. THE PAIRED 25NB PIPE HANDLE WITH RUBBER GRIP AT THE END IS FIXED OVER 40NB PIPE FRAME. THE ROLLING FRAME IS MADE BY 40 NB & 20 NB G.I. PIPES. ROLLING FRAME IS HINGED AT THE ONE END OF 40 NB BEND PIPE FRAME WITH SPECIALLY DESIGNED BUSH BEARING. A SUITABLE PVC/ RUBBER GRIP IS PROVIDED FOR FOOT REST ON ROLLING FRAME. ALL PIPES ARE UNIFORMLY POWDER COATED UP TO MINIMUM 60-80 MICRON THICKNESS TO AVOID CORROSION. ALL OPEN ENDS OF PIPE BEEN CLOSED BY GI / HDPE CAPS FOR USER SAFETY AGAINST ENTRAPMENT. HANDLE FOR ROTATING THE RING FIXED OVER THE PIPE RING. ALL COMPLETE AS PER THE DIRECTION OF ENGINEER IN CHARGE OR AS PER APPROVED DRAWING & DESIGN GIVEN BY MANUFACTURER INCLUDING AFTER DEEP EXCAVATION/EARTH WORK , C:C WORK UP TO PLINTH LEVEL, CC BLOCK 1:2:4 (1 CEMENT:2 COARSE SAND :4 GRADED STONE AGGREGATE 20MM NOMINAL SIZE ) OF REQUIRED SIZE AS PER DEPARTMENT / MANUFACTURERS SPECIFICATIONS. FOR THE LAYING OF FOUNDATION OF EQUIPMENT C:C WORK SHALL BE PAID SEPARATELY. COST OF EACH EQUIPMENT INCLUDING COMPREHENSIVE MAINTENANCE FOR 1 YEAR. ALL G I PIPE TO BE USED OF MAKE APOLLO/ JINDAL/ TATA WITH POWDER COATING PROCESS
33PROVIDING & FIXING OF BACK EXTENSION DIMENSIONS: - 1400MM (LENGTH) X 700MM (WIDTH) X 820MM (HEIGHT). SAFE AREA: - 2.4MTR X 1.7MTR. BACK EXTENSION EQUIPMENT MADE FROM “C” CLASS G.I. PIPE OF DIFFERENT NB PIPE. (NB STANDS FOR NOMINAL BORE I.E. INTERNAL DIAMETER OF PIPE IN MM) THE MAIN FRAME IS OF 50MM NB MADE FROM “C” CLASS G.I. PIPE. THE FOOT RESTING FRAME OF 32MM NB MADE FROM ”C” CLASS G.I. PIPE. THE HANDLE FRAME IS OF 25NB MADE FROM “C” CLASS G.I. PIPE. THE SEAT FITTED ON THE OUTER FRAMES IS MADE UP OF M.S. SHEET OF SIZE 330 MM X 300MMX2MM THICKNESS AND DEEP DRAWN AND PRESSED IN TOOLS AND DIES TO HAVE UNIFORM RADIUS OF 20 MM WITH NO SHARP EDGES. THE FOUNDATION USED FOR FIXING IS CONSISTS OF 50MM NB MADE FROM ”C” CLASS G.I. PIPE.THE FOOTRESTS ARE MADE FROM INJECTION MOULDED PLASTIC LLDPE / HDPE. THE GYM EQUIPMENT SHALL BE FINISHED SMOOTH WITH A PRIMER COATING OF ATLEAST 40 MICRON FOLLOWED BY EPOXY BASED POWDER COATING WITH POLYSTER POWDER COATING OF AT LEAST 60 TO 70 MICRON THICKNESS USING EXONOBEL / BERGER MAKE PAINTS OR ITS EQUIVALENT PAINTS. THE HOLDING DOWN/FIXING OF GYM EQUIPMENTS SHALL BE EMBODED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1CEMENT : 2 COARSE SAND :4 STONE AGG. 20MM NOMINAL SIZE).
34PROVIDING & FIXING OF PULL UP STAND DOUBLE :- RACK SIZE: - L 1800 X B 600 X H 1200 MADE FROM ‘B’ CLASS GI PIPE OF 2.5 MM WALL THICKNESS, PRE GALVANIZED MILD STEEL, MATERIAL THICKNESS 3 MM. STAINLESS STEEL NUTS, HIGH QUALITY DURABLE STEEL SEATS. THE EQUIPMENT IS FIXED ON GROUND WITH CEMENT CONCRETE AND J SHAPED WELDED BOLTS OF 18 MM THICKNESS. THE GYM EQUIPMENT SHALL BE FINISHED SMOOTH WITH A PRIMER COATING OF AT LEAST 40 MICRON FOLLOWED BY EPOXY BASED POWDER COATING WITH POLYESTER POWDER COATING OF AT LEAST 60 TO 70 MICRON THICKNESS USING EXONOBLE/BERGER MAKE PAINTS OR ITS EQUIVALENT PAINTS. THE HOLDING DOWN/FIXING OF GYM EQUIPMENTS SHALL BE EMBEDDED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1 CEMENT: 2 COARSE SAND: 4 STONE AGG. 20 MM NOMINAL SIZE). ALL EQUIPMENT SHALL BE 3RD PARTY QUALITY CERTIFIED BY INTERNATIONAL TESTING LABORATORY GOVT. OF INDIA APPROVED MSME. OUTDOOR GYM EQUIPMENT MUST CONFIRM DIN 79000 AND EN 16630, CE CERTIFIED, I.S.O. 9001:2015 QUALITY MANAGEMENT SYSTEM, I.S.O. 14001:2014 ENVIRONMENT MANAGEMENT SYSTEMS FOR QUALITY/DESIGN STANDARD
35PROVIDING & FIXING OF CROSS TRAINER /ELLIPTICAL EXERCISER:- DIMENSIONS: - 1320MM (LENGTH) X 600MM (WIDTH) X 1750MM. (HEIGHT). SAFE AREA: - 1.77 X 1.2MTR. CROSS TRAINER EQUIPMENT MADE FROM “C” CLASS G.I. PIPE OF DIFFERENT NB.NB STANDS FOR NOMINAL BORE SIZES I.E. INTERNAL DIAMETER OF PIPE IN MILLIMETERS. THE MAIN FRAME PIPES ARE OF 80NB “C” CLASS G.I. PIPE WITH SINGLE BEND PIPE WITH 250MM RADIUS. THE BOTTOM SUPPORT OF M.S. ROUND PLATE OF DIA 250 MM & 10MM THICK. THE HANDLE FRAME IS MADE UP OF 25NB “C” CLASS G.I. PIPE. THE FOUNDATION USED FOR FIXING IS A STRUCTURE AND MADE FROM CENTER PIPE OF G.I. OF 80 NB “C” CLASS WELDED WITH M.S. ROUND PLATE OF DIA 250 MM & 10MM THICK. MAIN PIPE SUPPORTED WITH 25 MM X 25MM M.S. ANGLES OF 3 MM THICKNESS AND 20MM X 40MM CRC SQUARE PIPES OF 3MM THICKNESS. TO BUILD STRUCTURE BUSHES ARE USED WHICH ARE MADE FROM M.S. SEAMLESS PIPE OF 60MM OD WITH 5 MM THICKNESS. THE FOOTRESTS ARE MADE FROM INJECTION MOULDED PLASTIC LLDPE / HDPE. CLOSING CAPS ARE MADE UP OF INJECTION MOULDED PLASTIC LLDPE / HDPE. PINS USED OF DIAMETER 35MM, 25MM, AND 17MM ARE MADE UP FROM SAE 8620 BRIGHT .THE BEARINGS USED ARE OF “6007 2RS1” “62052RS1” AND “62032RS1” PERMANENT LUBRICATED SEALED BEARING OF REPUTED BRAND. HIGH TENSILE STEEL WITH GALVANIZED NUTS AND BOLTS ARE USED FOR ASSEMBLY. THE GYM EQUIPMENT SHALL BE FINISHED SMOOTH WITH A PRIMER COATING OF ATLEAST 40 MICRON FOLLOWED BY EPOXY BASED POWDER COATING WITH POLYSTER POWDER COATING OF AT LEAST 60 TO 70 MICRON THICKNESS USING EXONOBEL / BERGER MAKE PAINTS OR ITS EQUIVALENT PAINTS. THE HOLDING DOWN/FIXING OF GYM EQUIPMENTS SHALL BE EMBODED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1CEMENT : 2 COARSE SAND :4 STONE AGG. 20MM NOMINAL SIZE). A16 , A 24 MM CIRCLIPS ARE USED FOR ASSEMBLY. BOLT M8X16 MM AND NY LOCK NUT OF M8 MADE OF SS304 USED ON NYLON CAP MOUNTED ON PINS TO PROTECT BEARINGS AND PINS FROM RAIN AND DUST.
36PROVIDING & FIXING OF STANDING SEATING TWISTER. DIMENSIONS: - 1700MM (LENGTH) X 540MM (WIDTH) X 1250MM. (HEIGHT). SAFE AREA: - 3 MTR X 1MTR. SEATING & STANDING TWISTER EQUIPMENT MADE FROM “C” CLASS G.I. PIPE OF DIFFERENT NB. NB STANDS FOR NOMINAL BORE SIZES I.E. INTERNAL DIAMETER OF PIPE IN MILLIMETERS. THE CENTER PIPE IS OF 100MM NB MADE FROM “C” CLASS G.I. ROUND PIPE. THE M.S. ROUND PLATE OF DIA 250 MM & 10MM THICKNESS IS WELDED AT BOTTOM. HANDLE AND BOTTOM SLEEVE PIPE OF 125MM OD WITH THICKNESS 5MM PROVIDED FOR EASY ASSEMBLY, REPLACEMENT AND MAINTENANCE. THE BOTTOM FRAME OF THE SEATING & STANDING TWISTER IS OF 32 NB, 50 NB, AND 25 NB MADE FROM “C” CLASS G.I. PIPE. THE HANDLE FRAME OF SEATING & STANDING TWISTER IS 25 NB & FOOT RESTING FRAME OF SEATING SIDE IS MADE FROM “C” CLASS G.I. PIPE OF 25MM NB.THE FOUNDATION USED FOR FIXING IS A STRUCTURE AND MADE FROM CENTER PIPE OF G.I. OF 80 NB “C” CLASS, WELDED WITH M.S. ROUND PLATE OF DIA 250 MM & 10MM THICK. MAIN PIPE SUPPORTED WITH 25 MM X 25MM M.S. ANGLES OF 3 MM THICKNESS AND 20MM X 40MM CRCA SQUARE PIPES OF 3MM THICKNESS. THE TWISTER PLATE FITTED ON THE BOTTOM FRAME IS MADE UP OF INJECTION MOULDED PLASTIC LLDPE / HDPE AND SUPPORTED BY M.S. ROUND PLATE OF SIZE 300MM DIAMETER&10MM THICKNESS. CLOSING CAPS ARE MADE UP INJECTION MOULDED PLASTIC LLDPE / HDPE. THE PINS USED ARE MADE UP OF DIA 35 MM SAE 8620 BRIGHT MATERIAL. THE BEARINGS USED ARE OF “62052RS1” PERMANENT LUBRICATED SEALED BEARING OF REPUTED BRAND. HIGH TENSILE STEEL WITH GALVANIZED NUTS & BOLTS ARE USED FOR ASSEMBLY. THE GYM EQUIPMENT SHALL BE FINISHED SMOOTH WITH A PRIMER COATING OF ATLEAST 40 MICRON FOLLOWED BY EPOXY BASED POWDER COATING WITH POLYSTER POWDER COATING OF AT LEAST 60 TO 70 MICRON THICKNESS USING EXONOBEL / BERGER MAKE PAINTS OR ITS EQUIVALENT PAINTS. THE HOLDING DOWN/FIXING OF GYM EQUIPMENTS SHALL BE EMBODED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1CEMENT : 2 COARSE SAND :4 STONE AGG. 20MM NOMINAL SIZE)
37PROVIDING & FIXING OF SURF BOARD MADE FROM “C” CLASS GI PIPE. THE CENTER PIPE IS OF 100MM NB MADE FROM “C” CLASS GI PIPE, AND THE BOTTOM SUPPORT OF M.S. PLATE OF 250 MM DIA& 10MM THICKNESS IS WELDED AT BOTTOM. THE HANDLE FRAME IS OF 40MM NB & 25MM NB MADE FROM “C” CLASS GI PIPE. THE MOVEMENT FRAME IS MADE UP OF 50MM NB “C” CLASS GI PIPE. THE FOUNDATION USED FOR FIXING CONSISTS OF THREE EQUAL ITEMS I.E. 100MM NB MADE FROM “C” CLASS GI PIPE, M.S. ROUND PLATE OF 250 MM DIAMETER & 10MM THICKNESS, 25MM X 25MM X 3MM M.S. ANGLE. TO JOIN THE CENTRE PIPE & HANDLE FRAME SEAMLESS PIPE OF 130MM DIA& 3MM THICKNESS IS USED. FOR THE MOVEMENT, BUSHES ARE USED & FOR IT 60MM DIA WITH 3MM THICKNESS & 60MM SOLID BAR IS USED. THE FOOTRESTS IS MADE FROM FRP/C.I./ALUMINUM CASTING MATERIAL, ITS SIZES ARE 320 MM X 270 MM & 5 MM THICKNESS. FOR SUPPORT OF FOOTREST IS 200MM X 250MM WITH 5MM THICKNESS M.S. PLATE AND 50MM X 50MM CRC SQUARE PIPE WITH 2MM THICKNESS IS USED. CLOSING CAPS MADE FROM TOP QUALITY FRP MATERIAL WHICH IS OF 2 MM THICKNESS. THE PINS USED ARE MADE UP OF 25 MM DIAMETER HARDEN BRIGHT BAR. THE BEARING USED BE PERMANENT LUBRICATED SEALED BEARING OF REPUTED MAKE. THE HANDLES USED ARE OF RUBBER GRIP. THE NUT BOLTS USED FOR ASSEMBLY IS MADE FROM S.S. MATERIAL. THE BUSHES (STOPPER) USED TO AVOID THE COLLUSION MADE FROM POLY URETHIN PLASTIC MATERIAL OF 50 MM DIA. THE SER CLIPS USED FOR ASSEMBLY IS OF 25 MM DIA. THE GYM EQUIPMENT SHALL BE FINISHED SMOOTH WITH A PRIMER COATING OF AT LEAST 40 MICRON FOLLOWED BY EPOXY BASED POWDER COATING WITH POLYSTER POWDER COATING OF AT LEAST 60 TO 70 MICRON THICKNESS USING EXONOBEL / BERGER MAKE PAINTS OR ITS EQUIVALENT PAINTS. THE HOLDING DOWN/FIXING OF GYM EQUIPMENTS SHALL BE EMBEDDED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1CEMENT : 2 COARSE SAND :4 STONE AGG. 20MM NOMINAL SIZE).
38PROVIDING & FIXING OF AIR WALKER PROVIDING AND FIXING AIR WALKER MADE FROM “C” CLASS GI PIPE. THE CENTER PIPE IS OF 80MM NB MADE FROM “C” CLASS MS PIPE, 32MM NB:- AIR WALKER PEDAL FRAME DULY BEND, 25MM NB:- AIR WALKER HANDLE FRAME DULY BEND AND THE BOTTOM SUPPORT OF M.S. ROUND PLATE OF 250 MM DIA& 10MM THICKNESS IS WELDED AT BOTTOM. MS PLATE OF 245 X 113 X 2.8MM :- FOOTREST SUPPORT PLATE. THE LEG MOVEMENT FRAME IS OF 40MM NB MADE FROM “C” CLASS MS PIPE. THE HANDLE FRAME IS OF 25MM NB MADE FROM “C” CLASS GI PIPE. THE FOUNDATION USED FOR FIXING IS CONSISTS OF THREE EQUAL ITEMS I.E. 80MM NB MADE FROM “C” CLASS GI PIPE, M.S. ROUND PLATE OF 250 MM DIA & 10MM THICKNESS & 25 MM X 25MM M.S. ANGLE OF 3 MM THICKNESS. MS PIPE 48 X 48 X 2.8MM:- FOOTREST FRAME SUPPORT. MS ANGLE 23 X 23 X 1.8MM:- FOUNDATION SUPPORT FRAME. MS FLAT 48 X 9MM:- FOUNDATION PLATE SUPPORT. MS BRIGHT MATERIAL:- PINS MADE OF DIA.25MM. MS PLATE OF 8MM:- AIR WALKER PEDAL L-BEND, SUPPORT. 60MM DIA SEAMLESS PIPE:- BUSHES. BEARINGS:- PERMANENT LUBRICATED BEARINGS 6205. CLOSING CAPS MADE FROM TOP QUALITY FRP MATERIAL WITH 2 MM THICKNESS. HDPE / LLDPE PLASTIC :- CLOSING CAP, AIR WALKER FOOTREST. THE PINS USED ARE MADE UP OF 25MM DIAMETER BRIGHT BAR. THE BEARINGS USED BE PERMANENT LUBRICATED SEALED BEARING OF REPUTED MAKE. THE NUT BOLTS USED FOR ASSEMBLY ARE MADE FROM S.S. MATERIAL. THE SER CLIPS USED FOR ASSEMBLY ARE OF 25 MM DIAMETER. THE GYM EQUIPMENT SHALL BE FINISHED SMOOTH WITH A PRIMER COATING OF AT LEAST 40 MICRON FOLLOWED BY EPOXY BASED POWDER COATING WITH POLYSTER POWDER COATING OF AT LEAST 60 TO 70 MICRON THICKNESS USING EXONOBEL / BERGER MAKE PAINTS OR ITS EQUIVALENT PAINTS. THE HOLDING DOWN/FIXING OF GYM EQUIPMENTS SHALL BE EMBEDDED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1CEMENT : 2 COARSE SAND :4 STONE AGG. 20MM NOMINAL SIZE)
39PROVIDING & FIXING OF HORSE RIDER DIMENSIONS: - 1180MM (LENGTH) X 400MM (WIDTH) X 1400MM. (HEIGHT). SAFE AREA: - 2.2MTR X 1.4MTR. HORSE RIDER EQUIPMENT MADE FROM “C” CLASS G.I. PIPE OF DIFFERENT NB.NB STANDS FOR NOMINAL BORE SIZES I.E. INTERNAL DIAMETER OF PIPE IN MILLIMETERS. THE MAIN FRAME OF 100NB MADE FROM “C” CLASS G.I. PIPES WELDED WITH M.S. ROUND PLATE OF DIA 250 MM & 10MM THICK. SEAT PROVIDED ARE MADE UP OF MS DEEP DRAW QUANTITY OF 2MM THICKNESS WITH NO JOINT WITH UNIFORM OUTER EDGE RADIUS 20MM. THE FOUNDATION USED FOR FIXING IS A STRUCTURE AND MADE FROM CENTER PIPE OF G.I. OF 80 NB “C” CLASS WELDED WITH M.S. ROUND PLATE OF DIA 250 MM & 10MM THICK. MAIN PIPE SUPPORTED WITH 25 MM X 25MM M.S. ANGLES OF 3 MM THICKNESS AND 20MM X 40MM CRC SQUARE PIPES OF 3MM THICKNESS. THE LEG MOVEMENT FRAME IS OF 32NB MADE FROM “C” G.I. PIPE. THE HANDLE FRAME IS OF 32 NB MADE FROM “C” CLASS G.I. PIPE. THE FOOTRESTS ARE MADE FROM 25 NB “C” CLASS G.I. PIPE. PINS USED OF DIAMETER 17 MM ARE MADE UP FROM SAE 8620 BRIGHT MATERIAL. N THE BEARINGS USED OF “62032RS1” PERMANENT LUBRICATED SEALED BEARING OF REPUTED BRAND. HIGH TENSILE STEEL WITH GALVANIZED NUTS & BOLTS FOR ASSEMBLY. THE SER CLIPS USED FOR ASSEMBLY ARE OF A24 MM. THE GYM EQUIPMENT SHALL BE FINISHED SMOOTH WITH A PRIMER COATING OF AT LEAST 40 MICRON FOLLOWED BY EPOXY BASED POWDER COATING WITH POLYSTER POWDER COATING OF AT LEAST 60 TO 70 MICRON THICKNESS USING EXONOBEL / BERGER MAKE PAINTS OR ITS EQUIVALENT PAINTS. THE HOLDING DOWN/FIXING OF GYM EQUIPMENTS SHALL BE EMBODED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1CEMENT : 2 COARSE SAND :4 STONE AGG. 20MM NOMINAL SIZE).
40PROVIDING & FIXING OF SEATED PULLER /PULL CHAIR MADE FROM “C” CLASS G.I PIPE. DIMENSIONS: - 1900MM (LENGTH) X 740MM (WIDTH) X 1920MM. (HEIGHT). SAFE AREA:- 1.2MTR X 3MTR. SEATED PULLER EQUIPMENT MADE UP OF “C” CLASS G.I. PIPE OF DIFFERENT NB.NB STANDS FOR NOMINAL BORE SIZES I.E. INTERNAL DIAMETER OF PIPE IN MILLIMETERS. THE CENTER PIPE IS OF 100NB MADE FROM “C” CLASS G.I. PIPE. BOTTOM SUPPORT IS OF M.S. ROUND PLATE OF DIA 250 MM & 10MM THICKNESS WELDED. ALL LINKAGES ARE MADE UP OF 25NB “C” CLASS G.I. PIPE. THE HANDLE FRAME IS OF 32NB “C” CLASS G.I. PIPE. THE SEAT FRAME IS OF 32NB “C” CLASS G.I. PIPE. TO BUILD STRUCTURE BUSHES ARE USED WHICH ARE MADE FROM SEAMLESS PIPE OF 60MM O.D. AND 5MM THICKNESS AS WELL AS 60MM DIAMETER SOLID BAR BUSH USED. THE FOUNDATION USED FOR FIXING IS A STRUCTURE AND MADE FROM CENTER PIPE OF G.I. OF 80 NB “C” CLASS. WELDED WITH M.S. ROUND PLATE OF DIA 250 MM & 10MM THICK. MAIN PIPE SUPPORTED WITH 25 MM X 25MM M.S. ANGLES OF 3 MM THICKNESS AND 20MM X 40MM CRC SQUARE PIPES OF 3MM THICKNESS. FOUNDATION COVER CLOSING CAP IS MADE FROM INJECTION MOULDED PLASTIC LLDPE / HDPE. THE SEATS AND BACK RESTS ARE FITTED ON THE OUTER FRAMES ARE MADE UP OF M.S. SHEET OF SIZE 330 MM X 300 MMX2MM THICKNESS AND DEEP DRAWN AND PRESSED IN TOOLS AND DIES TO HAVE UNIFORM RADIUS OF 20 MM WITH NO SHARP EDGES.CLOSING CAPS ARE MADE UP OF FROM INJECTION MOULDED PLASTIC LLDPE / HDPE.PINS USED OF DIAMETER 25MM AND 17MM ARE MADE UP FROM SAE 8620 BRIGHT MATERIAL. THE BEARINGS USED ARE OF “6205 2RS1” AND “6203 2RS1” PERMANENT LUBRICATED SEALED BEARING OF REPUTED BRAND.HIGH TENSILE STEEL WITH GALVANIZED NUTS & BOLTS ARE USED FOR ASSEMBLY.THECIRCLIPS USED FOR ASSEMBLY ARE OF A16. THE GYM EQUIPMENT SHALL BE FINISHED SMOOTH WITH A PRIMER COATING OF ATLEAST 40 MICRON FOLLOWED BY EPOXY BASED POWDER COATING WITH POLYSTER POWDER COATING OF AT LEAST 60 TO 70 MICRON THICKNESS USING EXONOBEL / BERGER MAKE PAINTS OR ITS EQUIVALENT PAINTS. THE HOLDING DOWN/FIXING OF GYM EQUIPMENTS SHALL BE EMBODED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1CEMENT : 2 COARSE SAND :4 STONE AGG. 20MM NOMINAL SIZE)
41PROVIDING & FIXING OF COMBINATION AIR WALKER + LEG PRESS + SEATING TWISTER (DIMENSIONS: - 2300MM (LENGTH) X 860MM (WIDTH) X 1600MM.(HEIGHT). SAFE AREA:- 1.39 X 1.27MTR. AIR WALKER CUM LEG PRESS CUM SEATING TWISTER EQUIPMENT MADE FROM “C” CLASS G.I. PIPE OF DIFFERENT NB. NB STANDS FOR NOMINAL BORE SIZES I.E. INTERNAL DIAMETER OF PIPE IN MILLIMETERS. THE MAIN FRAME OF 100NB MADE FROM “C” CLASS G.I. PIPE. THE BOTTOM SUPPORT FRAME OF GI 40MM X80MMX3MM THICK RECTANGULAR PIPE. THE LEG MOVEMENT FRAME IS OF 32NB MADE FROM “B” OR “C” CLASS G.I. PIPE. THE HANDLE FRAME IS OF 25NB MADE FROM “C” CLASS G.I. PIPE. CLOSING CAPS MADE FROM TOP QUALITY FIBER REINFORCED PLASTIC MATERIAL WITH 2 MM THICKNESS. PINS USED OF DIAMETER 25MM ARE MADE UP FROM SAE 8620 BRIGHT MATERIAL. THE BEARINGS BE USED PERMANENT LUBRICATED SEALED BEARING OF REPUTED MAKE BRAND. HIGH TENSILE STEEL GALVANIZED NUTS & BOLTS ARE USED FOR ASSEMBLY.DIA 25 MM CERCLIPS ARE USED FOR ASSEMBLY. 300MM DIAMETER X 10MM THICK PLATE CAN BE USED FOR ROTATING SEAT OF SEATING TWISTER WITH 50NB VERTICAL G.I. PIPE. THE FOOTRESTS ARE MADE FROM CASTED ALUMINUM MATERIAL, HAVING SIZES 130MM X 310MM X 5MM THICK. WITH THE SUPPORT OF 310MM X 130MM X 3MM THICK MS PLATE. IT HAS BOLTING PROVISION FOR MOUNTING ON CONCRETE SLAB. TO BUILD STRUCTURE BUSHES ARE USED WHICH ARE MADE FROM SEAMLESS PIPE OF 50MM O.D. AND 6MM THICKNESS AS WELL AS 50MM DIAMETER SOLID BAR IS USED. THE GYM EQUIPMENT SHALL BE FINISHED SMOOTH WITH A PRIMER COATING OF AT LEAST 40 MICRON FOLLOWED BY EPOXY BASED POWDER COATING WITH POLYSTER POWDER COATING OF AT LEAST 60 TO 70 MICRON THICKNESS USING EXONOBEL / BERGER MAKE PAINTS OR ITS EQUIVALENT PAINTS. THE HOLDING DOWN/FIXING OF GYM EQUIPMENTS SHALL BE EMBEDDED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1CEMENT : 2 COARSE SAND :4 STONE AGG. 20MM NOMINAL SIZE)
42PROVIDING & FIXING OF CRAWL TUNNEL OF SIZE 48\\" X 18\\", MADE OUT OF VIRGIN LLDPE MATERIAL IN APPROPRIATE DESIGN AND SHAPE. THE TUBE MUST BE COVERED AT BOTH EDGES WITH THE HELP OF LLDPE SAFETY PANELS AND 2 VERTICAL SUPPORTED FRAME TO BE PROVIDED AT SITE FOR MORE STABILITY AND SAFETY OF CHILD. ALL COMPLETE AS PER THE DIRECTION OF ENGINEER IN CHARGE OR AS PER APPROVED DRAWING & DESIGN GIVEN BY MANUFACTURER INCLUDING AFTER DEEP EXCAVATION/EARTH WORK , C:C WORK UP TO PLINTH LEVEL, CC BLOCK 1:2:4 (1 CEMENT:2 COARSE SAND :4 GRADED STONE AGGREGATE 20MM NOMINAL SIZE ) OF REQUIRED SIZE AS PER DEPARTMENT / MANUFACTURERS SPECIFICATIONS. FOR THE LAYING OF FOUNDATION OF EQUIPMENT C:C WORK SHALL BE PAID SEPARATELY. COST OF EACH EQUIPMENT INCLUDING COMPREHENSIVE MAINTENANCE FOR 1 YEAR. ALL G I PIPE TO BE USED OF MAKE APOLLO/ JINDAL/ TATA WITH POWDER COATING PROCESS.
43PROVIDING & FIXING OF SPRING RIDER BIKE. THE SPRING RIDER BEING A JUMBO/PONY OR BIKE RIDER PROVIDES AN UNLIMITED FUN TO THE CHILDREN RIDING ON IT. THE JUMBO/PONY OR BIKE IS MADE OUT FROM FIBER. REINFORCED PLASTIC (FRP). THE HANDLES OF BIKE PROVIDED FOR GRIPPING IS MADE UP OF 15 NB GL PIPES, WHEREAS THE PONY IS MADE OUT OF LLDPE IN ROTATIONAL MOULDING. THE PONY IS MOUNTED ON A PAIR OF HEAVY-DUTY COMPRESSION SPRING. ALSO, A GL FLAT IS PROVIDED FOR FOOTREST THE SPRING IS MOUNTED ON 5MM THICK PLATE. AND THE STAND FOR SUPPORT IS MADE OUT OF 40 NB PIPE. ALL COMPLETE AS PER THE DIRECTION OF ENGINEER IN CHARGE OR AS PER APPROVED DRAWING & DESIGN GIVEN BY MANUFACTURER INCLUDING AFTER DEEP EXCAVATION/EARTH WORK , C:C WORK UP TO PLINTH LEVEL, CC BLOCK 1:2:4 (1 CEMENT:2 COARSE SAND :4 GRADED STONE AGGREGATE 20MM NOMINAL SIZE ) OF REQUIRED SIZE AS PER DEPARTMENT / MANUFACTURERS SPECIFICATIONS. FOR THE LAYING OF FOUNDATION OF EQUIPMENT C:C WORK SHALL BE PAID SEPARATELY. COST OF EACH EQUIPMENT INCLUDING COMPREHENSIVE MAINTENANCE FOR 1 YEAR. ALL G I PIPE TO BE USED OF MAKE APOLLO/ JINDAL/ TATA WITH POWDER COATING PROCESS.
44PROVIDING & FIXING OF SPRING RIDER PONY. THE SPRING RIDER BEING A JUMBO/PONY OR BIKE RIDER PROVIDES AN UNLIMITED FUN TO THE CHILDREN RIDING ON IT. THE WHALE/PONY OR BIKE IS MADE OUT FROM FIBER REINFORCED PLASTIC (FRP). THE HANDLES OF PONY PROVIDED FOR GRIPPING IS MADE UP OF 15 NB GL PIPES, WHEREAS THE PONY IS MADE OUT OF LLDPE IN ROTATIONAL MOULDING. THE PONY IS MOUNTED ON A PAIR OF HEAVY-DUTY COMPRESSION SPRING. ALSO, A GL FLAT IS PROVIDED FOR FOOTREST THE SPRING IS MOUNTED ON 5MM THICK PLATE. AND THE STAND FOR SUPPORT IS MADE OUT OF 40 NB PIPE. ALL COMPLETE AS PER THE DIRECTION OF ENGINEER IN CHARGE OR AS PER APPROVED DRAWING & DESIGN GIVEN BY MANUFACTURER INCLUDING AFTER DEEP EXCAVATION/EARTH WORK , C:C WORK UP TO PLINTH LEVEL, CC BLOCK 1:2:4 (1 CEMENT:2 COARSE SAND :4 GRADED STONE AGGREGATE 20MM NOMINAL SIZE ) OF REQUIRED SIZE AS PER DEPARTMENT / MANUFACTURERS SPECIFICATIONS. FOR THE LAYING OF FOUNDATION OF EQUIPMENT C:C WORK SHALL BE PAID SEPARATELY. COST OF EACH EQUIPMENT INCLUDING COMPREHENSIVE MAINTENANCE FOR 1 YEAR. ALL G I PIPE TO BE USED OF MAKE APOLLO/ JINDAL/ TATA WITH POWDER COATING PROCESS.
45PROVIDING AND FIXING S-BRIDGE LADDER. HAVING PRODUCT AREA OF 4.3 M × 2.4 M (14 FT × 7.9 FT) AND SAFE PLAY AREA OF 5.3 M × 3.4 M (17.4 FT × 11.2 FT), SUITABLE FOR CHILDREN OF AGE GROUP 4–12 YEARS, ACCOMMODATING 3–4 CHILDREN AT A TIME. THE S-BRIDGE TOP FRAME SHALL BE MADE OF TWO ISF 50×5 FLATS, 500 MM LONG, CONFORMING TO IS 1730-1961, WELDED BETWEEN TWO 25 NB HOT-DIP GALVANIZED BENT PIPES OF 2300 MM AND 3810 MM LENGTH RESPECTIVELY, WITH ISF 50×5 FLATS (130 MM LONG, 4 NOS.) HAVING HOLES WELDED TO BENT PIPES FOR FIXING SUPPORT PIPES, AND 20 NB GI PIPES OF 400 MM LENGTH (17 NOS.) EQUALLY SPACED AND WELDED BETWEEN THE BENT PIPES. THE SUPPORT PIPES SHALL BE 40 NB HOT-DIP GALVANIZED PIPES, 2550 MM LONG, FITTED WITH 150×150×5 MM GI BASE PLATES AND ISF 50×10 FLATS (130 MM LONG) CONFORMING TO IS 1730- 1961 WELDED AT BOTTOM AND TOP ENDS RESPECTIVELY. THE LADDER FRAME SHALL CONSIST OF ISF 50×10 FLATS, 500 MM LONG, CONFORMING TO IS 1730-1961 AND ISA 25×25×5 ANGLES CONFORMING TO IS 808-1964, WELDED BETWEEN TWO 40 NB HOT-DIP GALVANIZED PIPES OF 2550 MM LENGTH, WITH FOUR 25 NB GI PIPES OF 400 MM LENGTH EQUALLY SPACED AT 300 MM FORMING LADDER STEPS. ALL METAL PIPES SHALL BE MEDIUM DUTY (‘B’ CLASS) HOT-DIP GALVANIZED PIPES WITH MINIMUM GI COATING THICKNESS OF 60 MICRONS, AND ALL GI PIPES SHALL BE OF MAKE APOLLO/JINDAL/TATA. POWDER COATING SHALL BE DONE WITH PURE POLYESTER EXTERIOR ULTRA-STABILIZED POWDER PAINT WITH MINIMUM THICKNESS OF 60–70 MICRONS. NUTS AND BOLTS SHALL BE GALVANIZED/S.S./ALLEN BOLT OR BUTTON HEAD ALLEN BOLT WITH NYLON LOCK NUTS AND PVC BOLT CAPS, AND ALL OPEN PIPE ENDS SHALL BE CLOSED WITH GI/PVC CAPS FOR SAFETY AGAINST ENTRAPMENT. THE ITEM SHALL BE MANUFACTURED AS PER ISO 9001:2015 STANDARDS, SUPPLIED IN MULTICOLOR (OPTIONAL/CUSTOMIZED), AND PACKED WITH 3-LAYER SAFETY PACKAGING COMPRISING EPE FOAM, HDPE FILM, AND STRETCH WRAP. ALL COMPLETE AS PER THE DIRECTION OF ENGINEER IN CHARGE OR AS PER APPROVED DRAWING & DESIGN GIVEN BY MANUFACTURER INCLUDING AFTER DEEP EXCAVATION/EARTH WORK , C:C WORK UP TO PLINTH LEVEL, CC BLOCK 1:2:4 (1 CEMENT:2 COARSE SAND :4 GRADED STONE AGGREGATE 20MM NOMINAL SIZE ) OF REQUIRED SIZE AS PER DEPARTMENT / MANUFACTURERS SPECIFICATIONS. FOR THE LAYING OF FOUNDATION OF EQUIPMENT C:C WORK SHALL BE PAID SEPARATELY. COST OF EACH EQUIPMENT INCLUDING COMPREHENSIVE MAINTENANCE FOR 1 YEAR. ALL G I PIPE TO BE USED OF MAKE APOLLO/ JINDAL/ TATA WITH POWDER COATING PROCESS
46SUPPLY AND FIXING OF SPRING RIDER DUCK:HEAVY DUTY TENSILE SPRING. AREA : 1.0. M X 0.5 M. HEIGHT : 0.5 M. DUCK :- PLASTIC MOLDED. DUCK SHALL BE MADE OUT FROM FRP (FIBRE REINFORCED PLASTIC)/LLDPE (LOW LINEAR DENSITY POLY ETHYLENE). THE HANDLES PROVIDED FOR GRIPPING SHALL BE MADE UP OF 15MM NB B CLASS GI PIPES. THE DUCK SHALL BE MOUNTED ON A BIG SPRING. ALSO A GI FLAT SHALL BE PROVIDED FOR FOOT REST. THE SPRING SHALL BE MOUNTED ON 5MM THICK PLATE AND THE STAND FOR SUPPORT SHALL BE MADE OUT OF 40 NB PIPE. THE PIPES SHALL BE POWDER COATED TO PREVENT RUSTING. COATING WITH PURE POLYMER POWDER WITH 7 TANK TREATMENT 60 TO 70 MICRON THICKNESS. THE HOLDING DOWN/FIXING OF EQUIPMENTS SHALL BE EMBODED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1CEMENT : 2 COARSE SAND :4 STONE AGG. 20MM NOMINAL SIZE) (AS PER DIRECTION OF OFFICER IN CHARGE.)
47SUPPLY AND FIXING OF MINI WAVE SLIDE. LADDER-FRAME-25MM N B PIPE. HANDDRIL-20 MM N B PIPE. SUPPORT-40 MM N B PIPE. AREA : 2.5 M X 0.5 M. PLATFORM HEIGHT : 1M. CHUTE :4.0 MM THK F R P. CHUTE LENGTH: 4 M /3 M. STEP-WIDTH- 75MM. THREAD 90MM. RISER 250MM. THE CENTER SUPPORT SHALL BE MADE UP OF 50MM NB GI B CLASS PIPE. THE SLIDE PORTION SHALL BE MADE IN FRP (FIBER REINFORCED PLASTIC) / LLDPE (LOW DENSITY POLY ETHYLENE) THE THICKNESS OF THE MINI SLIDE SHALL BE 4MM WITH PROPER REINFORCEMENT TO THE RUPORT THE MODULE. THE TRIANGULAR STEPS OF THE SLIDE SHALL BE OF 16 SWG AND LADDER FRAME SHALL BE MADE IN 20MM NB B CLASS PIPE. THE LANDING SUPPORT SHALL BE MADE UP OF 25MM NB GI B CLASS PIPE. THE LADDER SHALL BE DESIGNED IN SUCH A WAY THERE WONT BE ENTRAPMENT OF CHILDS FOOT WHILE PLAYING. ALL THE SHARP EDGES AND COMERS PROPERLY GRINDED TO GIVE SMOOTH FINISH SO THAT CHILDREN SHALL BE NOT HURT WHILE PLAYING. THE PURE POLYESTER POWDER COATING SHALL BE DONE ON THE PIPES TO EXTEND THE LIFE OF EQUIPMENTS. COATING WITH PURE POLYMER POWDER WITH 7 TANK TREATMENT 60 TO 70 MICRON THICKNESS. THE HOLDING DOWN/FIXING OF EQUIPMENTS SHALL BE EMBODED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1CEMENT : 2 COARSE SAND :4 STONE AGG. 20MM NOMINAL SIZE) (AS PER DIRECTION OF OFFICER IN CHARGE.)
48SUPPLY AND FIXING OF ZIG ZAG BALANCE BEAM:LENGTH 4M X WIDTH 101.6 MM X HEIGHT 457.2 MM NB \\"B\\" CLASS G.I. PIPES. THE HOLDING DOWN/FIXING OF EQUIPMENTS SHALL BE EMBODED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1CEMENT : 2 COARSE SAND :4 STONE AGG. 20MM NOMINAL SIZE (AS PER DIRECTION OF OFFICER IN CHARGE.)
49SUPPLY AND FIXING OF DOUBLE ARCH SWING.LEG SUPPORT :80 MM NB PIPE. SEAT- ANTI SKID RUBBER BELT. BEARING : HEAVY DUTY BALL BEARING. AREA : 6.0 M X 1.5 M. HEIGHT : 2.6 M. TOP BAR :50 MM NB PIPE. SUSPENSION: 6 MM RUBBER COATED CHAIN. IN THIS ONE CHILD CAN ENJOY THE SWING AT ONE TIME. THE ARCH SHAPED SIDE FRAME SHALL BE MADE OF 80MM NB B CLASS GI PIPE SHALL BE MADE UP OF 50MM NB B CLASS GI PIPE. THE FRAME SHALL BE POWDER COATED TO GIVE AN AESTHETIC LOOK. THE SWING SHALL BE MADE UP OF 10MM THICK ANTI SKID RUBBER TOP THE RUBBER BELT SEAT/ U SHAPE SWING SEAT WITH 2 EYE BOLT TYB-S06. MADE OF POLYURETHANE OF SIZE:53 X 20.5 X 20 SHALL BE SUSPENDED ON 6MM RUBBER COATED GI CHAIR. THE BAIL BEARINGS SHALL BE MOUNTED INSIDE A SPECIALLY DESIGNED NYLON CLAMP. POWDER COATING WITH PURE POLYMER POWDER WITH 7 TANK TREATMENT 60 TO 70 MICRON THICKNESS. THE HOLDING DOWN/FIXING OF EQUIPMENTS SHALL BE EMBODED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1CEMENT : 2 COARSE SAND :4 STONE AGG. 20MM NOMINAL SIZE) (AS PER DIRECTION OF OFFICER IN CHARGE.)
50SUPPLY AND FIXING OF TODDLER SWING.THE AREA :- 2.8M X 1.0M . IN THIS TODDLER SWING THE CENTER SUPPORT SHALL BE MADE UP OF 80 MM NB B CLASS G.I. PIPE. THE HORIZONTAL BARS SHALL BE MADE UP OF 50 MM NB B CLASS G.I. PIPE. ALL GI PIPES SHALL BE POWDER COATED. BETWEEN THE TWO HORIZONTAL BARS THERE SHALL BE A HEAVY-DUTY METAL CLAMP ATTACHED TO IT. THE BUCKET SEATS OF THE TODDLER SWING SHALL BE MADE OF RUBBER WITH ANTI SKID. THE BALL BEARINGS SHALL BE MOUNTED INSIDE SPECIALLY DESIGNED NYLON BALLS. THE RUBBER SEAT SHALL BE AFFIXED ON 8 MM THICK GI CHAIN. THE SEATS SHALL BE MADE WITH FULL CARE SO THAT THE CHILD DOES NOT FALL FROM IT WHILE SWINGING. POWDER COATING WITH PURE POLYMER POWDER WITH 7 TANK TREATMENT 60 TO 70 MICRON THICKNESS. THE HOLDING DOWN/FIXING OF EQUIPMENTS SHALL BE EMBODED IN CEMENT CONCRETE IN THE RATIO OF 1:2:4 (1CEMENT : 2 COARSE SAND :4 STONE AGG. 20MM NOMINAL SIZE) (AS PER DIRECTION OF OFFICER IN CHARGE.)
51PROVING & FIXING OF STANDARD TABLE TENNIS TABLE WITH NET ASSEMBLY SUITABLE FOR INDOOR/OUTDOOR RECREATIONAL AND INSTITUTIONAL USE, MANUFACTURED AS PER APPROVED SPORTS STANDARDS. THE TABLE SHALL BE MADE OF HIGH-QUALITY ENGINEERED BOARD (PLYWOOD/ACP/STEEL-REINFORCED MDF) WITH A SMOOTH, ANTI-GLARE PLAYING SURFACE FINISHED IN DURABLE LAMINATE COATING OF STANDARD GREEN OR BLUE COLOR WITH WHITE BOUNDARY MARKINGS AS PER ITTF GUIDELINES. THE TABLE SHALL BE SUPPORTED ON A HEAVY-DUTY MS TUBULAR STEEL FRAME, FABRICATED FROM POWDER-COATED PIPES FOR CORROSION RESISTANCE AND LONG SERVICE LIFE. THE STRUCTURE SHALL BE RIGID, VIBRATION-FREE, AND DESIGNED FOR STABLE GAMEPLAY. THE OVERALL TABLE SIZE SHALL BE 2740 MM (LENGTH) × 1525 MM (WIDTH) × 760 MM (HEIGHT), CONSISTING OF TWO EQUAL HALVES FOR EASY FOLDING (IF FOLDABLE TYPE IS REQUIRED). EACH HALF SHALL BE FITTED WITH LOCKABLE CASTOR WHEELS FOR MOBILITY AND SAFE STORAGE.A CENTRAL NET ASSEMBLY SYSTEM SHALL BE PROVIDED WITH HIGH-STRENGTH NYLON MESH NET OF STANDARD HEIGHT 152.5 MM (6 INCHES). THE NET SHALL BE SUPPORTED BY ADJUSTABLE METAL POSTS WITH SCREW-TYPE OR CLAMP-TYPE FIXING MECHANISM, MADE OF POWDER-COATED STEEL FOR DURABILITY. THE NET ASSEMBLY SHALL ENSURE PROPER TENSIONING AND ALIGNMENT THROUGHOUT THE PLAYING SURFACE. ALL METAL COMPONENTS SHALL BE TREATED WITH ANTI-RUST COATING AND POWDER-COATED FINISH. EDGES OF THE TABLE SHALL BE REINFORCED WITH ALUMINUM/STEEL EDGE BANDING FOR IMPACT RESISTANCE. THE TABLE SHALL BE CAPABLE OF WITHSTANDING CONTINUOUS INSTITUTIONAL USE. COMPLETE SET SHALL INCLUDE TABLE, NET ASSEMBLY, POST SET, LOCKING MECHANISM, AND NECESSARY FITTINGS, ALL COMPLETE IN ALL RESPECTS FOR READY-TO-PLAY CONDITION. ALL COMPLETE AS PER THE DIRECTION OF ENGINEER IN CHARGE OR AS PER APPROVED DRAWING & DESIGN GIVEN BY MANUFACTURER INCLUDING AFTER DEEP EXCAVATION/EARTH WORK , C:C WORK UP TO PLINTH LEVEL, CC BLOCK 1:2:4 (1 CEMENT:2 COARSE SAND :4 GRADED STONE AGGREGATE 20MM NOMINAL SIZE ) OF REQUIRED SIZE AS PER DEPARTMENT / MANUFACTURERS SPECIFICATIONS. FOR THE LAYING OF FOUNDATION OF EQUIPMENT C:C WORK SHALL BE PAID SEPARATELY. COST OF EACH EQUIPMENT INCLUDING COMPREHENSIVE MAINTENANCE FOR 1 YEAR. ALL G I PIPE TO BE USED OF MAKE APOLLO/ JINDAL/ TATA WITH POWDER COATING PROCESS.
52PROVIDING AND FIXING OF LUDO TABLE OF SIZE 1000 MM DIAMETER AND 780 MM HEIGHT, WITH 50 MM THICK TABLE TOP, MANUFACTURED USING M-25 GRADE VIBRO-COMPACTED CONCRETE FOR DURABILITY AND LONG LIFE.THE UNIT SHALL INCLUDE FOUR (4) CURVED TABLES, EACH OF SIZE 1000 MM × 350 MM × 50 MM, FINISHED IN ATTRACTIVE TERRAZZO (RED COLOR) SURFACE. ALL TABLES SHALL BE PROPERLY ALIGNED AND FIXED TOGETHER USING GALVANIZED NUTS AND BOLTS TO FORM A SINGLE INTEGRATED AND STABLE ASSEMBLY.THE TABLE TOP SURFACES SHALL BE TREATED WITH A SPECIAL ANTI-CORROSIVE AND WATERPROOF COATING TO ENSURE A SMOOTH, GLASS-LIKE FINISH AND PROTECTION AGAINST WEATHERING AND WEAR. PRINTING OF LUDO GAME BOARD PATTERN SHALL BE PRINTED OR PAINTED ON THE SMOOTH TABLE SURFACE, SUITABLE FOR FOUR PLAYERS. ALL COMPLETE AS PER THE DIRECTION OF ENGINEER IN CHARGE OR AS PER APPROVED DRAWING & DESIGN GIVEN BY MANUFACTURER INCLUDING AFTER DEEP EXCAVATION/EARTH WORK , C:C WORK UP TO PLINTH LEVEL, CC BLOCK 1:2:4 (1 CEMENT:2 COARSE SAND :4 GRADED STONE AGGREGATE 20MM NOMINAL SIZE ) OF REQUIRED SIZE AS PER DEPARTMENT / MANUFACTURERS SPECIFICATIONS. FOR THE LAYING OF FOUNDATION OF EQUIPMENT C:C WORK SHALL BE PAID SEPARATELY. COST OF EACH EQUIPMENT INCLUDING COMPREHENSIVE MAINTENANCE FOR 1 YEAR. ALL G I PIPE TO BE USED OF MAKE APOLLO/ JINDAL/ TATA WITH POWDER COATING PROCESS.
53PROVIDING AND FIXING OF CHESS TABLE OF SIZE 1000 MM DIAMETER AND 780 MM HEIGHT, WITH 50 MM THICK TABLE TOP, MANUFACTURED USING M-25 GRADE VIBRO-COMPACTED CONCRETE FOR DURABILITY AND LONG LIFE.THE UNIT SHALL INCLUDE FOUR (4) CURVED TABLES, EACH OF SIZE 1000 MM × 350 MM × 50 MM, FINISHED IN ATTRACTIVE TERRAZZO (RED COLOR) SURFACE. ALL TABLES SHALL BE PROPERLY ALIGNED AND FIXED TOGETHER USING GALVANIZED NUTS AND BOLTS TO FORM A SINGLE INTEGRATED AND STABLE ASSEMBLY. THE TABLE TOP SURFACES SHALL BE TREATED WITH A SPECIAL ANTI-CORROSIVE AND WATERPROOF COATING TO ENSURE A SMOOTH, GLASS-LIKE FINISH AND PROTECTION AGAINST WEATHERING AND WEAR. PRINTING OF CHESS GAME BOARD PATTERN SHALL BE PRINTED OR PAINTED ON THE SMOOTH TABLE SURFACE, SUITABLE FOR FOUR PLAYERS. ALL COMPLETE AS PER THE DIRECTION OF ENGINEER IN CHARGE OR AS PER APPROVED DRAWING & DESIGN GIVEN BY MANUFACTURER INCLUDING AFTER DEEP EXCAVATION/EARTH WORK , C:C WORK UP TO PLINTH LEVEL, CC BLOCK 1:2:4 (1 CEMENT:2 COARSE SAND :4 GRADED STONE AGGREGATE 20MM NOMINAL SIZE ) OF REQUIRED SIZE AS PER DEPARTMENT / MANUFACTURERS SPECIFICATIONS. FOR THE LAYING OF FOUNDATION OF EQUIPMENT C:C WORK SHALL BE PAID SEPARATELY. COST OF EACH EQUIPMENT INCLUDING COMPREHENSIVE MAINTENANCE FOR 1 YEAR. ALL G I PIPE TO BE USED OF MAKE APOLLO/ JINDAL/ TATA WITH POWDER COATING PROCESS
54Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil
55Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.
56Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
57Carriage of material by mechanical transport including loading, unloading, and stacking:14 km lead 1.1.1: Lime, moorum, building rubbish 14 km lead
58Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%)
59Providing 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 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) )
60Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
61Providing 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 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
62Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge
63Providing & laying outdoor effect EPDM flooring 25mm (19+6). Providing & laying 25mm EPDM playground safety flooring (19mm SBR bottom layer + 6mm EPDM top layer) EPDM granules of make outdoor effect manufactured under quality management system of iso 14001-2015 compliance and antimicrobial & antifungal tested material, standard grain size 1.0-4.0mm and laying in 4 layers i.e. layer-1, polyurethane based primer coating. Layer-2 & 3 black rubber base particle long rubber stands/ SBR rubber crumb mix with 15% above component pu base binder styrene butadiene rubber/ synthetic rubber. Layer-4, 6mm EPDM granules chemically bonded with mdi 18-20% with single component of diphenylmethane Discocyanate and paraffinic oil etc. (c:c work for sub-base i/c and in scope of contractor team / agency.
64Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete 13.52.2 on concrete work
65Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil
66Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge
67Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%)
68Providing 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 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) )
69Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
70Providing 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 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
71Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete 13.52.2 on concrete work
72Providing and layting SYNTHETIC OUTDOOR ARTIFICIAL GRASS FLOORING FOR MULTI PURPOSE COURTProviding and Laying of Artificial Turf Grass having piles of 35 MM Height with Following specification: Density:18900 Stitches/Sqm + 3%, Dtex: 6700, PE (C-Shape)= PP Curl, Backing: PP Mesh= Black SBR ISTEX
73OUTDOOR EFFECT EPDM FLOORING 36 MM (30+6). Providing and Laying 36 MM EPDM Play Ground Safety Flooring (30MM SBR Bottom Layer+6 MM EPDM TOP Layer) EPDM Granules of Make outdoor effect manufactured under quality Management system of ISO 14001-2015 compliance and antimicrobial & Antifungal tested material, standard grain size 1.0-4.0MM and laying in 4 layers i.e layer-1, Polyurethane based Primer coating. Layer-2 & 3 Balck Rubber Base Particle Long Rubber stands/SBR Rubber Crumb Mix with 15% above component PU Base Binder Styrene Butadiene Rubber/ Synthetic Rubber. Layer-4, 6 MM EPDM Granules Chemically Bonded with MDI 18-20% with single component of Diphenylmethane Discocyanate and Paraffinic oil etc. Hopscotch+ stepping stone game markings desing on base top layer by specialised team of installers according to the specification and shade as per the direction of Engineer in-charge
74Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil
75Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge
76Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%)
77Providing 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 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) )
78Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: 6.1.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
79Providing 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 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
80Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.
81Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete 13.52.2 on concrete work
82Providing & laying outdoor effect EPDM flooring 25mm (19+6). Providing & laying 25mm EPDM playground safety flooring (19mm SBR bottom layer + 6mm EPDM top layer) EPDM granules of make outdoor effect manufactured under quality management system of iso 14001-2015 compliance and antimicrobial & antifungal tested material, standard grain size 1.0-4.0mm and laying in 4 layers i.e. layer-1, polyurethane based primer coating. Layer-2 & 3 black rubber base particle long rubber stands/ SBR rubber crumb mix with 15% above component pu base binder styrene butadiene rubber/ synthetic rubber. Layer-4, 6mm EPDM granules chemically bonded with mdi 18-20% with single component of diphenylmethane Discocyanate and paraffinic oil etc. (c:c work for sub-base i/c and in scope of contractor team / agency.
83Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. 2.6.1 All kinds of soil
84Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand (zone-III) including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 25% : 4 graded stone aggregate 20 mm nominal size including Recycled Concrete Aggregate (RCA) upto 25%)
85Providing 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 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 10 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA) )
86Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidating and grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge
87Neat cement punning
88Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or MORE
89Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes
90SUPPLY of Outdoor Badminton Playing net made of UV stabilized PE braided 2.5mm with 75 mm white top tape, side ropes and bottom cord
91Providing /Laying of Synthetic all weather acrylic surfacing on existing floor at site for Volleyball, Basketball, Pickleball and Badminton Court (Total safe play area 10046 Sq. Ft. for Volleyball, Basketball, Pickleball and Badminton Court) with the following specifications. (a) Synthetic all weather acrylic surface 9-layer course. i) 1 Layer of filter/Resurface. (Acrylic latex base chemical mix with silica sand). (ii) 2 Layers of Heavy Cushion (Acrylic binder mix with rubber crumbs in granules). (iii) 3 Layers of fine cushion (Acrylic latex mix with Super fine rubber powder). (iv) 2 Layers of color (Acrylic latex-based colour mix with silica sand). (v) Court line marking (Water proof, water based i.e. white Ace grade. (Asian Equivalent Make) The work shall be carried out as per manufacturer’s specifications and as per the direction of Engineer in charge.
92Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
93Supply of m.s pipe of 150mm od and 10ft height for column
94Supply of m.s plate of 6 mm thickness and 9\\"x9\\" size for closing pipe at one end of 150 mm od pipe
95welding of ms plate of 6 mm thickness to one end of 150 mm pipe
96Providing and laying 75 mm thick compacted bed of dry brick aggregate of 40 mm thick nominal size including spreading, well ramming, consolidatingand grouting with jamuna sand, including finishing smooth etc. complete as per direction of Engineer-in-charge.
97Provision and laying in position cement concrete of specified grade excluding and cost of centering and shuttering. All work upto plinth level (a) 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
981:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
99Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth (a) Cement mortar 1:6 (1 cement: 6 coarse sand)
100Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
101Providing and fixing of roofing sheet having kavelu design of 1-3 mm thickness and 2.5 m x 1 m size made up of LLDPE in brown color. Rates shall be inclusive of 30% (approx) wastage incurred while cutting the sheet into desired shapes.
102Art work over columns of 8’ height including architectural design, mouldings, arches, shapes (like trunk of a tree, bamboos, rock or any character or element representing culture or tradition) and applying proper texture and paint to the finished surface to enhance the aesthetics.
103Providing Sculpture like Man / Woman, Animal, Musical instrument or any character or element representing culture or tradition made in RCC / GRC
104Art work over Seats / Benches including architectural design, mouldings, arches, shapes (like trunk of a tree, bamboos, rock or any character or element representing culture or tradition) and applying proper texture and paint to the finished surface to enhance the aesthetics.
105Art work over roof by making architectural design, mouldings, arches, shapes (like trunk of a tree, bamboos, rock or any character or element representing culture or tradition) and applying proper texture and paint to the finished surface to enhance the aesthetics.
106Art work over floor by making design/texture and applying paint to the finished surface to enhance the aesthetics.
107Providing an fixing of precast RCC chair bench with arm rest each bench consists of 2 no. L-shaped based support in grey cement color(thickness 80mmx90mm, 890 mm back height; 450mm front height with base width 690 mm) and 1 no. reinforced concrete plank in red color of size 1500 mm x 400 mm x50 mm total height of the bench 890 mm manufactured using cement concrete 1:1. 5:3 (1 cement 1.5 coarse sand: 3 stone aggregate 12.5 mm nomnal size) using vibro compaction process reinforced suitable to promote long use and to prevent damage during handling. Transportation & erection, all parts are joined together with galvanised nuts and bolts of suitable size and all bolts are sealed after assembly, bench top and back planks are treated with special anti-corrosive water proof coating so as to make surface glossy and water proof and as per direction of Officer-in-charge Size: Length 1500mm Back Height 890 mmBase support 690 mm Front height 450 mm Seat - 2 Nos. Planks of size 1500 mm x 400 mm x 50 mm And 1 No Planks of size 1500 mm x 425 mm x 50 mm Total length of support & arm - 2.75m in/c curved portion x-sectional area = 0.08 x 0.09 = 0.0072 sqm. Total length in/c curves Qty of RCC = 2 x0.0072 x2.75m = 0.0396 cum
108Supply and fixing of sign boards of 0.91 x 0.61m size with support length of 3000 mm. Manufacturing, supplying and fixing of Retro reflective sign boards made of 2 mm thick aluminum sheet face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type – IV of ASTM-D 4956-01 in green and silver white including subject matter, message (bilingual(, symbol and borders etc as per IRC: 67-2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956-01 And fixing the same with suitable sized aluminum alloy rivets @ 20 cm c/c to back support frame of m.s angle iron of size 35x35x5 mm and m.s flat of 25x5 mm along with theft resistant measures, mounted and fixed with 2 nos. clamp of mls flats of size 25x5 mm to a vertical post of 3 mtr height made up of msl pipe of 60 mm n.b welded with two hold fast of m.s angle 25x25x3mm of 30cm length each at bottom and including making holes in pipes, angles, providing & fixing m.s message plate of required size, steel work to be paired with two or more coats of synthetic enamel paint of required shade and of approved brand and manufacture over a priming coat of zinc chromate yellow primer (vertical post to be painted in black/white/grey color) Backside of aluminum sheet to be painted with two or more coats of epoxy paint over an appropriate priming coast including all leads and lifts etc. complete as per drawing, specification and direction of Officer-in Charge
109Providing and fixing artistic theme led illuminated inauguration board/plaque complete as per approved design, drawing and direction of engineer-in-charge. Specifications: structure & material: base structure made of MS frame with 50x3mm square pipe, red oxide primer + 2 coats synthetic enamel paint front panel 12mm thick ACP sheet with CNC routed artistic wavy shape3d sculpted elements in FRP/grp — octopus, corals, starfish, shells, rocks — with realistic texture and multi-colour PU painting, UV resistant graphics & text: digitally printed on UV cured 3m 3630 reflective vinyl or equivalent, external grade, pasted on 3mm ACP matter in hind & English with national emblem, cm photo, Delhi govt logo gold foil effect lettering, weatherproof lamination illumination: internal led strip lighting, 12v dc, ip65 rated, 6000k-6500k cool white + RGB neon flex for outline double side edgelit for uniform glow, 140 degree beam angle led driver + timer control, complete with wiring in PVC conduit size: overall approx. 10ft length x 6ft height. Display area as per site. Finish: all 3d elements with anti corrosive, water resistant, anti-graffiti clear PU coating base cladding with granite/stone texture finish installation: including cc m20 foundation 600x600x750mm with 4 nos. Anchor bolts 16mm direction, levelling, electrical connection from nearest source, earthing cost and conveyance of all material and labour charges complete warranty: 2 years for structure & led, 5 years for painting/coating.
110Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.15.7.4 In cement mortar
111Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. 2.8.1 All kinds of soil.
112Providing 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 coarse sand (zone-III) derived from natural sources: 10 graded stone aggregate 40 mm nominal size) derived from natural sources
113Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns etc. for mass concrete
114Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:1 1/2 :3 (1 cement: 1 1/2 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size) derived from natural resources
115Providing and fixing stainless steel (Grade 304) railing 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, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer- in - charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc).
116Carriage of material by mechanical transport including loading, unloading and stacking: 15 km lead- Lime, moorum, building rubbish 15 km lead Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57402652
AUTHORITY Local Bodies
TENDER VALUE Ref. Documents
LAST DATE 30-09-2026
Authority
Authority Name Municipal Corporation Of Delhi
Work Description Tender for Development Of Arogya Fitness Trail In 08 No. Mpl Parks Of Ag Block Shalimar Bagh In Ward No.56/K.P.Zone
Basic Detail
Tender No DDH/ADH/KPZ/MCD/26-27/20-1
Bidding Type Tender
Location
City Delhi
State Delhi
Key Dates
Publish Date 15 Sep 2026
Submission Date 30 Sep 2026
Open Date 01 Jan 0001
Finance
Tender Value Ref. Documents
Tender Fee 2360
EMD 4.62 Lakhs
Exemption Not Available
Document List
b4be8dd1-4ec7-4a73-a4f6-24bef3b2a75e.html
BOQ_338449.xls
TENDERDOCUMENT.pdf
Tendernotice_1 (10).pdf

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Tender Timeline

Sep 15, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 23, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Sep 30, 2026
18:00 IST

Corrigendum-2 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 1 day
Sep 30, 2026
18:00 IST

Corrigendum-3 Issued

Clarifications on tender conditions and amendments issued.

Upcoming · 1 day
Sep 23, 2026
18:00 IST

Corrigendum-4 Issued

Clarifications on tender conditions and amendments issued.

Completed
Sep 23, 2026
18:00 IST

Corrigendum-5 Issued

Clarifications on tender conditions and amendments issued.

Completed
Sep 17, 2026
18:00 IST

Corrigendum-6 Issued

Clarifications on tender conditions and amendments issued.

Completed
Sep 30, 2026
17:00 IST

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Online submission via eProcurement portal.

Upcoming · 1 day

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