Provn of recreational sports facilities for JCOs and OR in Laitkor Grn

SCHEDULE ‘A’ PART-I (SCHEDULE OF ITEMS) (FUTSAL COURT)

Supplying , laying, Joining and installation of artificial Turf (Make-SDA & Imported From -Vietnam ) Dtex-1500, Dencity -882, Pile Height- 50 mm, Gauge 5/8", Stiches/10cm, Banking: Double PP+ Cloth+PU yarn type-Monofiber 12 files(1 yrs repalcement follwed by Warranty- 7 Yrs)Turf shall be laid over Properly compacted and leveled base Joints shall be done using approved seaming tape and PU adhesive. No, Wrinkles, folds or unevenless allowed. Final brushing and grooming to be done before handing over the futsal court of size 40 x 25 mtr and height 9.15 mtr. Complete all as specified and directed by Engr-in-charge. Note: Quoted rate should includes all items which is required to complete the futsal court.

Supply, laying, leveling and compacting of silica sand of grade- 16/42 all as specified and directed by Engr-in-Charge

Supply, laying, leveling and compacting of importand rubber granule of size 2 to 4mm all as specified and directed by Engr-in-Charge

Material and labour for PU adhesive all as specified and directed by Engr-in-Charge

Material and labour for seaming tape of white colour PP 210 GST all as specified and directed by Engr-in-Charge

Providing and fixing Garware net of 2.5mm dia and 50x50 mm mesh at all sides and Top all as specified and directed by Engr-in-Charge.

Material and labour for Goal post alongwith garware net as per std specification and all as specified and directed by Engr-in-Charge

Providing and Laying Gravel Sub Base of 6 Inch thickness using aggregates of 50 mm and 20mm for 4 inch thickness and using 6mm and 2 mm of 2 Inch thickness on top of the gravel for perfect leveling and compacting of the turf. Road roller of 6 to 8 ton will be used on each layer of aggregate laying for perfact compaction. 6 Nos of 25 mtr length of 4 Inch PVC pipe wrapped with net will be laid across the ground for drainage system including two Nos of inter connection pipe with main drain and M&L for protection wall around the futsal court of 10 cm ht and 15 cm width with PCC 1:2:4 will be made securing the court & Turf. Note: Quoted rate should includes all items which is required to complete the futsal court.

Material and labour for installation of GI post of size 100x100x8mm in each 4 mtrs of height 9.15 mtr height in which 1.5 mtr below ground including excavation, PCC 1:3:6, cutting, welding, fabrication, hold fast and painting with 8 Nos of pole should have ladder arrangement for maintenance purpose for futsal court of size 40x25 mtr and height 9.15 mtr

Material and labour for SDA Sports 200 Watt LED Light including, 2.5 sqmm 2 core PVC copper wiring including service cable of size 16 sqmm 3.5 core including electric panel with control switch.

Material and labour for Foam Padding around all post around the ground all as specified and directed by Engr-in-Charge

SCHEDULE ‘A’ PART-II (SCHEDULE OF ITEMS) (PICKLE BALL COURT-03 NOS)

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 500 m and lift upto 1.5 m, all as directed by Engineer-in- Charge:L=100 m , W= 50 m

Supplying , Laying, spreading and compacting stone aggregate of specified sizes 53 mm to 22.4 mm to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate,watering and compacting to the required density . L=100 m , W= 50 m & H=0.20 m

M&L for Europe Certified 8 Layer Synthetic Standard System with a total Thickness of up to 3 mm make 4K sports as per direction of Engr-In-Charge.

Providing and Laying Asphalt Base course for court complete with preparation of base, tack coat, hot mix asphalt laying, compaction, finishing and curing as per relevant Morth/IRC Specifications and all as per directed by Engr-In Charge

M&L Low raise wall of 10 cm ht and 15 cm width with PCC 1:2:4 Surrounding Field area as per directed by Engr-In Charge

M&L Gareware bired Nylon green colour net 2.5 mm Thickness Suply and installation Length -61 ft, Width-91 ft, Ht-18 ft , side Lines (61*18*2), back Line (91'*18*2) as per directed by Engr-In Charge

M&L main frame Struture -Engineering and Fabrication work as per directed by Engr-In Charge

Supply only LED light fitting 1300 watt, 6000K high performance, power supply 180-270V, single phase, surge protection 300 Vac input surge protection with thermal protection, Hiccup mode after 70 degree centigrade dimmable hanging height upto 25'-27' complete all as specified by Engr-in-Charge.

Installation and testing of Light fittings as per S.No.1.10 complete all as directed by Engr-in Charge.

M&L line marking of approved make as per directed by Engr-In Charge

Provide and fixing pickle ball court Equipments all as specified and directed by Engr-in-Charge

SCHEDULE ‘A’ PART-III (SCHEDULE OF ITEMS) (ROAD, DRAIN & RETAINING WALL)

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 lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil

Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: All kinds of soil

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

Supplying, Laying, spreading and compacting stone aggregate of specified sizes 90 mm to 45 mm size stone aggregate specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density

Supplying, Laying, spreading and compacting stone aggregate of specified sizes 63 mm to 45 mm size stone aggregate specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density

Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On W.B.M. @ 0.75 Kg / sqm

2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG - 30 with no solvent

Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set spraying using 98 kg of bitumen of grade VG - 10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete.

Providing and applying 2.5 mm thick road marking strips (retro reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge.

Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.

Providing and fixing heavy duty casting aluminium LED solar road studs to be installed with PCC as per direction of Engineer-in-charge.

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 lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil

Earth 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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)

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand)

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-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) : Raised and cut pointing

Supplying and stacking at site. 53 mm to 22.4 mm size stone aggregate

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 75 mm diameter

Centering and shuttering including strutting, propping etc. and removal of form work for : Foundations, footings, bases for columns

12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)

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 lift upto 1.5 m, as directed by Engineer-in charge. All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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)

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)

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand)

Finishing walls with Acrylic Smooth exterior paint of required shade New work (One or more coat applied @ 0.90 ltr/10 sqm). sqm 67.35