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| 1 | Part – AClearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 2 | Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. |
| 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 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 5 | Finishing walls with water proofing cement paint of required shade :New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 6 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 7 | 15 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand) |
| 8 | Providing 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-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 9 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 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-iii) derived from natural sources: 10 graded aggregate 40mm nominal size derived from natural sourcesgraded stone aggregate 40 mm nominal size derived from natural sources). |
| 10 | 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) |
| 11 | 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. |
| 12 | 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 |
| 13 | Providing and laying 60 mm 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 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. |
| 14 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) |
| 15 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :a) Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture |
| 16 | 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 |
| 17 | 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 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). |
| 18 | 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 |
| 19 | Lettering with black Japan paint of approved brand and manufacture |
| 20 | 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. |
| 21 | Total Amount of DSR Items (S.No.1 to 20) (A) =6703234.65 |
| 22 | Providing and fixing DOUBLE STAND PLASTIC BRANDED DUSTBIN-100 ltr capacity |
| 23 | 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. |
| 24 | 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. |
| 25 | FOR GYM EQUIPMENTS |
| 26 | Providing & fixing 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 including foundation stand and base plate including painting, connection & transportation at site etc. as per site requirement. The decision of Engineer-in-Charge will be final & nothing extra will be paid on this account. |
| 27 | Providing & fixing 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 including foundation stand and base plate including painting, connection & transportation at site etc. as per site requirement. The decision of Engineer-in-Charge will be final & nothing extra will be paid on this account. |
| 28 | Providing & fixing 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 including foundation stand and base plate including painting, connection & transportation at site etc. as per site requirement. The decision of Engineer-in-Charge will be final & nothing extra will be paid on this account. |
| 29 | Providing & fixing 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 including foundation stand and base plate including painting, connection & transportation at site etc. as per site requirement. The decision of Engineer-in-Charge will be final & nothing extra will be paid on this account. |
| 30 | Providing & fixing 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 2.5mm thick and rest of the pipe 40mm dia and 2.5mm thick “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 including foundation stand and base plate including painting, connection & transportation at site etc. as per site requirement. The decision of Engineer-in-Charge will be final & nothing extra will be paid on this account. |
| 31 | Providing & fixing leg press of size 2000x500x1600 mm fabricated with main post of 114mm dia and 2.5 mm thick and rest of the pipe 40 mm dia and 2.5 mm thick “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 including foundation stand and base plate including painting, connection & transportation at site etc. as per site requirement. The decision of Engineer-in-Charge will be final & nothing extra will be paid on this account. |
| 32 | 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 including foundation stand and base plate including painting, connection & transportation at site etc. as per site requirement. The decision of Engineer-in-Charge will be final & nothing extra will be paid on this account. |
| 33 | Providing & fixing 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 4.00mm 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 including foundation stand and base plate including painting, connection & transportation at site etc. as per site requirement. The decision of Engineer-in-Charge will be final & nothing extra will be paid on this account. |
| 34 | Providing & fixing 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 including foundation stand and base plate including painting, connection & transportation at site etc. as per site requirement. The decision of Engineer-in-Charge will be final & nothing extra will be paid on this account. |
| 35 | Providing & fixing 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 including foundation stand and base plate including painting, connection & transportation at site etc. as per site requirement. The decision of Engineer-in-Charge will be final & nothing extra will be paid on this account. |
| 36 | Providing & fixing 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 including foundation stand and base plate including painting, connection & transportation at site etc. as per site requirement. The decision of Engineer-in-Charge will be final & nothing extra will be paid on this account. |
| 37 | Providing & fixing 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 including foundation stand and base plate including painting, connection & transportation at site etc. as per site requirement. The decision of Engineer-in-Charge will be final & nothing extra will be paid on this account. |
| 38 | Providing & fixing 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 including foundation stand and base plate including painting, connection & transportation at site etc. as per site requirement. The decision of Engineer-in-Charge will be final & nothing extra will be paid on this account. |
| 39 | Providing & fixing 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 including foundation stand and base plate including painting, connection & transportation at site etc. as per site requirement. The decision of Engineer-in-Charge will be final & nothing extra will be paid on this account. |
| 40 | Providing & fixing Rowing Machine of size 1280 x 800 x1150 mm fabricated with main post of 114mm dia and 2.5mm thick and rest of the pipe 40mm dia and 2.5mm thick “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 including foundation stand and base plate including painting, connection & transportation at site etc. as per site requirement. The decision of Engineer-in-Charge will be final & nothing extra will be paid on this account. |
| 41 | Part - B |
| 42 | 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. |
| 43 | Annual maintenance of equipments (FOR GYM) to be carried out by the agency free of cost for First year, after the date of completion of the work as per schedule-A, all complete as per the direction of Engineer-in-Charge.a.) First Year (Free of Cost). |
| 44 | b.) At the end of2nd year from the date of Completion of the Work (3% of the cost of Gym Equipements) |
| 45 | c.) At the end of3rd year from the date of Completion of the Work (5% of the cost of Gym Equipements) |
| 46 | d.) At the end of4rd year from the date of Completion of the Work (7% of the cost of Gym Equipements) |
| 47 | e.) At the end of5rd year from the date of Completion of the Work (10% of the cost of Gym Equipements) |
| 48 | Total Amount of Non DSR Items (21-39.5) ]B] = 15,12,543.05 |
| 49 | Total Amount of DSR Items (A)= 67,03,234.65 |
| 50 | Total after adding GST Correction Factor on DSR items @0.973 (Rs.) = 65,22,247.31 |
| 51 | Total after adding Cost Index on applicable items @3% (Rs.) = 67,17,914.73 |
| 52 | Total Amount of Non DSR Items (B) = 15,12,543.05 |
| 53 | Total (A+B)=82,30,457.78 |
