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| 1 | (A) 7- A SIDE FOOT BALL FIELD : |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by the Engineer-in- Charge. (a) All kind of soil |
| 3 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, as directed by the Engineer-in- Charge. (a) Ordinary Rock |
| 4 | Compacting original ground supporting subgrage (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction). |
| 5 | Construction of granular sub base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density, complete as per cluase 401, Grading I Material |
| 6 | Construction of Drain and drain cover around the perimeter of the Football field |
| 7 | Providing & Laying 200micron GSM Geotextile sheet |
| 8 | Providing & Laying PVC Perforated Pipes 200 mm dia @ slope of 1:300 |
| 9 | Artificial Turf 52 mm pile Height FIFA approved with the infill of silica and rubber as per manufacturer's specifications |
| 10 | (B) CHAIN LINK FENCING : |
| 11 | Earth work in excavation by mechanical means(Hydrolic excavator)/ manual means in foundation trenches or drain (not exceeding1.5minwidthor10sqmon plan) includingdressingof sides and rammingof bottoms, lift upto1.5m, including getting out the excavated soil anddisposalof surplus excavated soil as directed within a lead of 50 m |
| 12 | Filling available excavated earth (excluding rock) in trenches, plinth sidesof foundationetc. in layersnot exceeding 20 cm in depth, consolidatingeachdeposited layerby ramming andwatering leadupto50 metres lift upto 1.5 metre |
| 13 | Providing and laying cement concrete of specified grade excluding the cost of centering and shuttering- - All work upto plinth level |
| 14 | (a) 1:4:8 (1 cement : 4 coarse sand :8 graded stone aggregate 40 mm nominal size) |
| 15 | (b) 1:1.5:3 (1 cement: 1.5 coarse sand:3 graded stone aggregate 20 mm nominal size) |
| 16 | Steel work rivated, bolted or welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position & applying a priming coat of approved steel primer all complete: |
| 17 | P/F 4mm wire netting squared diagonal |
| 18 | Centering and shuttering including struuting, propping etc and removal of form for. |
| 19 | (a) Foundation, footings, bases of columns etc. and mass concrete. |
| 20 | (C) HIGH MAST : |
| 21 | Supply with transpotation at site of polygonal shap 12.5 mtr High mast pole (BPP/Utkarsh) with its accessories. Mast shaft shall be in two section, made from H.T. Steel of grade BSEN10025,S355JO hot dip galvanised and suitable for wind speed 180 km/hr as per IS 875. It should also included acc. for hight mast including head fame, two continuas steel wire rope mm ( Grade AISI 316), tailing cable,, double drum winch galvanised lantern carriage arrangement suitable for 6 nos. luminaries installation symmetrically and its control gear box, motor, manual operating handle, motor mounting plate, L staper , Lightening arrester , Junction box, including foundation acc. the mast shall have an intigral power tools installed inside the base compartment for its operation. Luminaries wiring matrials including in the mast supply price. Technical Specification. Bottom 340 mm, top- 150 mm thick , 3mm (bottom and top both) section - 2nos, length 6500 mm (Bottom), Baseplate 540 mm dia, baseplate thickness- 25 mm. hole dia- 26 mm, foundation bolt size 24 mm dia Bolt length 850 mm, No of hole 6 nos. Foundation bolt 6 nos. Wire rope 6mm SS 304 grade. |
| 22 | Construction of suitable shallow foundation with 1:2:4 or M20 grade concrete for the high mast considering the safe soil bearing capasity at site as 10T/sqm. At 2X2 mit. Depth with all materials and labour charges. |
| 23 | Erection of 12.5 m high mast with all acc with the help of suitable equipments or with the help of modern engineering practices |
| 24 | Providing the following component ( switching acc.) inside the fidder piller including internal wiring all. Complete for autometic , timely OFF/ON for operating of (6 to 8 nos) 180 LED lighgting fitting. i)63 A 4 pole MCB isolater 1 no. ii)240 V contractor- 1 no. iii) Day dial timer (GIC)- 1 no iv) By pass switch- 1 no v) outlet Terminal - 2 nos. vi) Starter for moter operation(Forward and Revers direction)- 1no |
| 25 | Sullpy of LED flood light fixture (CG/Model- LSFO- 150 W- CLD/60 or Surya Make 180 |
| 26 | Supplying and erection of Earthing station with 50 mm dia. GI pipes 3.65 mm thick, 3M long and 1no. 4 SWG G.I wire 4 M long, 13mm dia, 80 mm long G.I bolt double washers, nuts, S&F 15 mm dia G.I pipe protection , to be field with bitumen, partly under ground and partly above above ground level driven to an avarage depth 3.65 m below the ground level including excavation of soil |
| 27 | Supplying and drawing 4 core 10 sqm pvc insulated and scheathed alluminium conductor armoured cable through under ground |
| 28 | Supplying and fixing 32A, 450 TPN main switch on iron frame on wall and making connection (Standered make) |
| 29 | S&F 32A Kit kat fuse on wooden board Please Enable Macros to View BoQ information |
