|
| 1 | PART-A Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 2 | Demolishing 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. In cement mortar |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) |
| 4 | Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar |
| 5 | Earth 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-incharge. All kinds of soil |
| 6 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 7 | Filling 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 m and lift upto 1.5 m for all lift |
| 8 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Red sand stone - exposed face fine dressed with rough backing.30 mm thick |
| 9 | 40 mm thick rubbed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints 3 mm thick, side buttered with cement mortar 1:2 (1 cement : 2 stone dust) admixed with pigment to match the shade of stone and pointing with same mortar. Red sand stone |
| 10 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources |
| 11 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-lll) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 12 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 13 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. |
| 14 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1: 4 (1 cement : 4 coarse sand) : 25 mm thick |
| 15 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works |
| 16 | Welding by gas or electric plant including transportation of plant at site etc. complete. |
| 17 | Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube |
| 18 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8 mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 2 mm thick flat |
| 19 | Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately). |
| 20 | Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately). |
| 21 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. |
| 22 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost). |
| 23 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 24 | Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern. |
| 25 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 26 | Excavating holes upto 0.10 cum, including getting out the excavated soil, then returning the soil as deported in layers not exceeding 20 cm in depth, including consolidating and deposited layer by ramming watering etc., disposing of surplus excavated soil as directed with in a lead of 50 m and lift upto 1.5 m. All kind of soil |
| 27 | Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). Overhead informatory road signage |
| 28 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarsesand), 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). |
| 29 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using flats 30x6 mm for diagonal braces and central cross piece |
| 30 | Lettering with black Japan paint of approved brand and manufacture |
| 31 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 32 | Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surface backing including drilling necessary holes and the cost of bolt etc complete. Wedge expansion type Fasterner with threaded 10 mm dia |
| 33 | Cast iron work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required and as directed by engineer-in-charge. Top railing |
| 34 | Cast iron work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required and as directed by engineer-in-charge. Bottom railing |
| 35 | Cast iron work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required and as directed by engineer-in-charge. Corner railing |
| 36 | Cast iron work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required and as directed by engineer-in-charge. In Capital |
| 37 | Providing and fixing DOUBLE STAND PLASTIC BRANDED DUSTBIN-80 ltr capacity of approved brand Neelkamal, Aristo & Supreme. |
| 38 | Providing and fixing Precast Concrete Garden Bench Type II Size: 80 mm (Thickness) x 890 mm (Back Height) x 45 mm (Front Height) x 690 mm (Base Width) Concrete grade: M30 Reinforced concrete planks: Size of 1500 mm x 400 mm x 50 mm Manufacturing Process: Vibration Compaction Method using plastic moulds for impeccable finish Curing Process: 7 Days through Sprinkler Water curing. |
| 39 | Providing and fixing Precast Concrete Garden Bench-Type III Size: 50 MM (Thickness) x 100 MM (Dia) Bench size: 1000 MM (Bench Length) x 350 MM (Width) x 50 MM (Thickness) with over all dimensions. Concrete grade: M30 Reinforced concrete planks: Size of 1500MM x 400 MM x 50 MM Manufacturing Process: Vibration Compaction Method using plastic moulds for impeccable finish. Curing Process: 7 Days through Sprinkler Water curing. |
| 40 | Providing and fixing Precast SFRC Railing (Fence \\"V\\" Shape ) Overall Dimension: 1000 mm(Height) x 1000 mm(Length) x 50 mm(Thickness). Manufactured with M30 grade of concrete using vibro compaction process using jointless FRP moulds so as to achieve shuttering finish. Suitably reinforced to promote long use and to prevent damage during handling, transportation & erection. |
| 41 | P/F GYM EQUIPMENT |
| 42 | Providing & Fixing of AIR WALKER / HEALTH WALKER of size 1070x615x1509mm fabricated with main post of 114mm “C” Class G.I. pipe made of hot roller tubular steel and hot dipped galvanized and powder welded coated using Akzo Nobel of 60-80 micron thick. |
| 43 | Providing & Fixing of ABS BOARD/ SIT UP BOARD (Double) of size 1400x1366x650mm fabricated with main post of 114mm and “C” Class G.I. pipe made of hot rolled tubular steel and hot dipped galvanized and powder coated using Akzo Nobel of 60-80 micron thick. |
| 44 | Providing & Fixing of SURF BOARD/AIR SWING of size 1150 x 900 x 1250mm fabricated with main post of 114mm dia and “C” Class G.I. Pipe as per IS-1239 and rest of the pipe 40mm dia “C” Class G.I. Pipe as per IS-1239 and powder coated using Akzo Nobel or equivalent of 60-80 micron thick. |
| 45 | Providing & Fixing of AERO RIDER/HORSE RIDER of size 1000 x 800 x 1100 mm fabricated with main post of 114mm dia “C” Class G.I. Pipe as per IS-1239 and rest of the pipe 40mm dia and powder coated using Akzo Nobel or equivalent of 80 - 120 micron thick. |
| 46 | Providing & Fixing of stair stepper in a combination of pair and a single step of size 1000 x 800 x 1400 mm fabricated with main post of 114mm dia and 5 mm thick and rest of the pipe 40mm dia “C” Class G.I. pipes made up of hot rolled tubular steel and hot dipped galvanized and powder coasted using Akzo Nobel or equivalent of 80‐120 micron thick. |
| 47 | Providing & Fixing of leg press of size 2000x500x1600 mm fabricated with main post of 114mm dia and 5 mm thick and rest of the pipe 40 mm dia “C” Class G.I. 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. |
| 48 | Providing & Fixing DOUBLE SHOULDER EXCISER/ PULL CHAIR of size 2572x805x2187mm fabricated with main post of 114mm and “C” Class G.I. Pipe made of hot roller tubular steel and hot dipped galvanized and powder coated using Akzo Nobel of60-80mm micron thick. |
| 49 | Providing & Fixing of DOUBLE PARALLEL BAR/ EXERCISING BAR The area covered for Size: 1780X710X1470mm. The centre frame of the Double Parallel Bar is made fabricated with main post of 114mm and 5 mm thick made of hot rolled tubular steel and hot dipped galvanized and powder coated using. Handles are made up of 25NB “C” Class G.I. pipes. |
| 50 | Providing & Fixing of CHEST PRESS/ SEATED CHEST PRESS (DOUBLE) of size 1957x733x2058mm fabricated with main post of 114mm “C” Class G.I. Pipe made of hot rolled tubular steel and hot dipped galvanized and powder coated using Akzo Nobel of 60-80mm micron thick. |
| 51 | Providing & Fixing of SHOULDER TWIRL DOUBLE / ARM WHEEL of size 857x850x1815mm fabricated with main post of 114mm and “C” Class G.I. pipe made of hot rolled tubular steel and hot dipped galvanized and powder coated using Akzo Nobel of 60-80mm micron thick. |
| 52 | Providing & Fixing of DUAL SKY WALKER/ DOUBLE CROSS WALKER of size 160-800 x 60-800 x 160-800 mm fabricated with main post of 114mm dia and “C” Class G.I. Pipe as per IS-1239 and rest of the pipe 40mm dia “C” Class G.I. Pipe as per IS-1239 and powder coated using Akzo Nobel or equivalent of 60-80 micron thick. |
| 53 | Providing & Fixing of HIP TWISTER TRIPLE/ WAIST TWISTER of size1840x1840x2000mm fabricated with main post of 114mm “C” Class G. I. Pipe made of hot rolled tubular steel and hot dipped galvanized and powder coated using Akzo Nobel of 60-80mm micron thick. |
| 54 | Providing & 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, FRP / HDPE / LLDPE (Fibre Reinforced Plastic / High Density Poly Ethylene / Linear Low Density Poly Ethylene) seat with backrest is fixed over 40NB Galvanized bend pipe. |
| 55 | Providing & Fixing of CHIN UP STATION / HANGING STATION is made of 80mm dia GI “C“ class pipe with horizontal hanging support bar made out 32mm dia G.I “C” class pipe with all necessary bench press exercising attachment , clear hight of chin up station is 2.0mtr and width 1.0 mtr. |
| 56 | Providing & Fixing of Rowing Machine of size 1280 x 800 x1150 mm fabricated with main post of 114mm dia and 5mm thick and rest of the pipe 40mm dia “C” Class G.I. 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. |
| 57 | P/F CHILDREN PLAY EQUIPMENT |
| 58 | Providing & Installing the Mini Play House of make ARIHANT /KOMPAN/ LANDSCAPE STRUCTURES /OK PLAY/LEO/ KAALIA. of size 6.0x1.80mtr with Slide. Main Frame made of Round 80 NB Pipe Having min \\"B\\" class G.J. pipe. All the pipes should be ISI Marked (as per the IS 1239/2004) & of reputed brand. Ensuring the strength. Durability, stability & long life to the kids structure with safety as paramount Deck having 1035mm x750mm with collar of 65mm size made of perforated sheet. Hydraulic Precision punched holes made of min 10mm NB with sheet thickness of approx. 2.5mm. Components:- FRP (Fiber Reinforced Plastic) Main Sunshine Line designer Roof having min 2- 4 layers (approx.4mm thickness) with bright colours being UV resistant ladder main frame made of round pipe 25mm NB pipe & Ladder rungs made of 15mm N.B. pipe having width of 400min a 70mm(approx.). All the pipes should be ISI marked (as per the IS1239/2004) & of reputed brand. Tree climber made of main frame pipe of 25mm NB round pipe & rungs made of 20min NB round pipe. All the pipes should ben ISI marked(as per the IS 1239/2004) & of reputed brand Spring coil climber: made of main frame pipe of 25mm NB round pipe & springs made of 20mm NB round pipe. All the pipes should be ISI marked(as per the IS. 1239/2004) & of reputed brand. A Rotomolded plastic LLDPE made Line panel with UV stabilized color fading resistant. Having size of 1035mm x 750mm & thickness of 70mm heavy & strong for long term durability & great aesthetic look 1035mm(L)x750mm(W) having wall thickness 70m. & finish, Safety panel fitted on M.S round pipe 20mm N.B. with size of Slide having height of 1220mm approx.. & length approx.. 2mtr made of metallic GI sheet of high strength having width of 400mm mounted on M.S angle support of 4-0x40x4mm & 5nos angle supports & 20mm. N.B. round pipe hand rail, The ladder step of metallic slide should made of M.3 rectangular pipe of 70x23mm in minimum thickness of 2mm with vertical hand rift support of size 20mm N.B GI p:pe with other necessary supporting pipes. The complete structure mini play house should be powder coated with minimum powder coating thickness of 60-60 microns. Safety panel/top canopy should be also attached with help of colorful nylon clamps. Accessories: Nut bolts- All approved Gl nut bolts Galvanised Iron with High tensile Strength. Kit capacity 2-8 Nos. All Complete as per drawings attached/as per the direction of engineer-in Charge including maintenance cost for 1st Year. |
| 59 | Providing & Installing the Double Arch Swing of make ARIHANT /KOMPAN/ LAND SCAPE STRUCTURES / PLAY/LEO/KAALIA of size 3.10x1.50mtr. Main Frame:- Main Cross Bar made of round 75mm 0.D. pipe and legs made of 50mm N.B. pipe Legs- Arch shaped bended (Must be min in GI \\"B\\" class pipe). T pipe will be required for the Cross bar. All the pipes should be ISI marked( as per the IS 1239/2004) & of reputed brand, Ensuring the Strength, durability, stability & long life to the Kids. Structure with safety as paramount. Seats- Belt Type Seats made of Synthetic Rubberized material/Fiber reinforced fabric materials of Virgin Reinforced material & also duly with UV resistant colors, Chain Made of approx.. 6mm thick G,I chain with rubberized coating of with 3 mm minimum thickness, Chorme plated supporting hook for belts Hooks for convenience & height adjustment/ Seat Movement, self-lubricated council type bush baring clamps provided with rubber coated chain to be hang the complete belt assembly. The complete structure double arc swing should be powder coated with minimum powder coating thickness of 60-80 microns, Accessories: Nut bolts to be used All approved GI nut bolts Galvanised Iron with High tensile Strength. Kid capacity 2-4 Nos. All Complete as per drawings attached/as per the direction of Engineer-in Charge including maintenance cost for 1st Year. |
| 60 | Providing & Installing the SEA SAW DOUBLE of make ARIHANT /KÖMPAN/ LAND SCAPE STRUCTURES /OK PLAY/LEO/ KAALIA of size 2.0x2.50mtr.Main Frame: made of see saw made of 50mm NB pipe with planks made of 40mm NB pipe and supports made of 20mm N.B. pipe, all the G.I pipes should be \\"B\\" class & ISl marked (as per the IS 1239/2004)& of reputed brand make & Ensuring the Strength, durability, stability & long life to the kids structure with safety as paramount. Seats - Seat Made of FRP (Fibre Reinforced Plastic), duly UV resistant colors, all chemicals in the FRP material should be best quality, the Fibre Mat of 450GSM to be used for strength & stability with supporting frame. FRP Seat Sıze approx.) 10\\"(L) x 8\\" (W) with back rest. The complete structure see saw double should be powder coated with minimum powder coating thickness of 60-80 microns accessories: 1lut bolts- All approved GI nut bolts Galvanised Iron with High tensile Strength Kid capacity -4 nos. Complete as per drawings attached. All Complete as per drawings attached/as per the direction of Engineer-in Charge including maintenance cost for 1st Year. |
| 61 | Providing & Installing the SINGLE WAVE CLIMBER of make ARIHANT /KOMPAN/ LAND SCAPE STRUCTURES/OK PLAY/LEO/KAALIA of size 1.75x0.80mtr. Main Frame: Main Frame of single wave climber pipe made of round 32mm NB pipe (Must be min in GI \\"B\\" class pipe) and rungs made of 20mm N.B. Pipe - 'U' Shaped bended( will thickness approx. min 1.5mm - 2.2.mm only), All the pipes should be ISI marked(as per the IS 1239/2004 & of reputed brand & Ensuring the Strength, durability, stability & long life to the kids structure with safety as paramount. The complete structure single wave climber should be powder coated with minimum powder coating thickness of 60-80 microns Accessories: Nut bolts- All approved Gl nut bolts Galvanised Iron with High tensile Strength Kid Capacity - 2 to 4 Nos. All Complete as per drawings attached/as per the direction of Engineer-in Charge including maintenance cost for 1st Year. |
| 62 | Providing & Installing the TODDLER SWING of make ARIHANT /KOMPAN /LAND SCAPE STRUCTURES/OK PLAY/LEO/KAALLA of size 2.40x1.50mtr. Main Frame:- Main Cross Bar of toddler swing made of round 65mm NB pipe and Supporting T Bar made of 50mm N.B. Pipe (main cross bar &T supporting Bar should be in GI \\"B\\".class pipe All the Pipes should be ISI Marked( as per the IS 1239/2004) & of reputed brand make with good wall thickness. Ensuring the Strength, durability, stability & long life to the kids structure with safety as paramount. Seats- Bucket Type Seat Made of Synthetic Rubberized material or Virgin Plastic material & also duly with UV resistant colors, Chain Made of approx 6mm thick G.I chain with rubberized coating of with 3 mm minimum thickness, Chorme plated supporting hook for belts Hooks for convenience & height adjustment/ Seat Movement, self-lubricated council type bush baring clamps provided with rubber coated chain Toddler Swing to hang the complete bucket assembly. |
| 63 | SPECIAL CONDITIONS FOR SCHEDULE PART-B: MAINTENANCE: -1. The agency will maintain all equipment for Five years after date of issue of completion certificate of the work with 1st year free maintenance.2. During maintenance period, nothing extra shall be paid for replacement of new/ spare parts etc.3. The equipment will be maintained with proper functioning and appearance i.e. with parts, paint and cosmetic treatment. The maintenance shall include the following: -a) Inspection and adjustment of movable parts, nuts / bolts, alignment, lubrication / oiling / greasing etc., whatever required in the equipment. The decision of Engineer-in-Charge will be final. b) Cosmetic treatment like priming and painting at the end of each year upto 5 years. c) Replacement of damaged parts and rectification of any other defects observed as per direction of Engineer-in-Charge except the following: - i) The defects due to force majeure. ii) Serious loss or damage due to fire. iii) Any other incident which in the absolute discretion of the Engineer-in-Charge, is beyond the control of the contractor.5. The agency will place contact phone number on each equipment during the complete maintenance period.6. All the complaints must be attended/ resolved within a period of 5 Days otherwise a penalty of Rs. 500/- per complaint per Gym/children play equipment per day shall be imposed upto the resolution of the complaint.7. The regular maintenance is to be done with periodically checkup i.e. at least once in 15 days and an inspection report /record shall be submitted to Engineer-in-Charge in each 3 months by the agency.8. Payment terms during the maintenance period as specified in SOQ items:a) Release of Security Deposit: This amount will be released annually proportionately i.e. 20% of the Security Deposit shall be released after end of each year upto 5 years maintenance period of Gym and Children Park equipment.b) Final Bill Payment: Upon successful physical completion of the project, the final bill shall be paid after withholding the amount designated for maintenance as per the schedule Part-B outline in this Bill/Schedule of Quantities (BOQ/SOQ) [Item no. 87 and 88]. This withheld amount shall be released upon the successful completion of the maintenance period year wise as specified in Part-B of this schedule of quantities. |
| 64 | Annual maintenance of equipment (FOR GYM EQUIPMENT) to be carried out by the agency after the date of completion of the work, all complete as per the direction of Engineer-in-Charge.a) For First Year from the date of Completion of the Work (Free of Cost). |
| 65 | b) For 2nd year from the date of Completion of the Work |
| 66 | c) For 3rd year from the date of Completion of the Work |
| 67 | d) For 4th year from the date of Completion of the Work |
| 68 | e) For 5th year from the date of Completion of the Work |
| 69 | Annual maintenance of equipment (FOR CHILDREN PLAY EQUIPMENT) to be carried out by the agency after the date of completion of the work, all complete as per the direction of Engineer-in-Charge. a) For First Year from the date of Completion of the Work (Free of Cost). |
| 70 | b) For 2nd year from the date of Completion of the Work |
| 71 | c) For 3rd year from the date of Completion of the Work |
| 72 | d) For 4th year from the date of Completion of the Work |
| 73 | e) For 5th year from the date of Completion of the Work |
| 74 | Amount After adding GST Correction Factor on applicable items @0.973 = (Rs.) 2,11,39,130.66 |
| 75 | Amount After adding Cost Index on applicable items @3%= (Rs.) 2,16,30,898.03 Please Enable Macros to View BoQ information |
