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| 1 | (A) BASKET BALL COURT: |
| 2 | 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). |
| 3 | 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 |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:5:10 ( 1 Cement: 5 coarse sand : 10graded stone aggregate 40 mm nominal size) |
| 5 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. |
| 6 | (C) RCC Grade M20 (a) RCC Grade M20 using batching plant & Manual placing |
| 7 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. (b) Thermo-Mechanically Treated bars |
| 8 | Basketball acrylic board :- 25 mm transparent Board Iron framing with primer and paint |
| 9 | 8 layer acrylic flooring; (i) primer- 1 layer (ii) resurfacer- 2 layer. (iii) cushion- 2 layer (iv) Color coat- 2 layer |
| 10 | Iron pole with primer and paint |
| 11 | Travel 6 person (Delhi - Imphal) |
| 12 | Transportation(Lump-Sum) |
| 13 | (B) STEEL FRAME GALLERY : |
| 14 | 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.) |
| 15 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - |
| 16 | 1:5:10 ( 1 Cement: 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 17 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with : Cement mortar 1:6(1 cement: 6 coarse sand) |
| 18 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level : 1:1.5:3 (1 cement: 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 19 | Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars |
| 20 | Centering and shuttering including strutting, propping etc. and removal of form for: |
| 21 | (a) Foundations, footings, bases of columns, etc. for mass concrete. |
| 22 | 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: |
| 23 | Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete upto any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. |
| 24 | 1.00mm thick with zinc coating not less than 275gm/m2 |
| 25 | (C) RETAINING WALL : |
| 26 | 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.) |
| 27 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 1:4:8 (1 Cement: 4 coarse sand : 8 graded stone aggregate 40 mm nominal ) |
| 28 | Random rubble masonry with hard stone in foundation and plinth including levellingup with cement concrete 1:6:12 (1 cement: 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with : Cement mortar 1:6(1 cement: 6 coarse sand) |
| 29 | P/weep holes in brick masonry/plain/Reinforced concrete abutment,wing wall/return wall with 100 mm dia pipe extending througth the full width of the structure with slpoe of 1V:2H toward drawing force complete as per drawing and technical specification. |
| 30 | Back filling behind abutment,wing wall and return wall complete as per drawing and technical specification. (A) Granular materials |
| 31 | (D ) HIGH MAST LIGHTING : |
| 32 | 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. |
| 33 | 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. |
| 34 | Erection of 12.5 m high mast with all acc with the help of suitable equipments or with the help of modern engineering practices |
| 35 | 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 |
| 36 | Sullpy of LED flood light fixture (CG/Model- LSFO- 150 W- CLD/60 or Surya Make 180 |
| 37 | 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 |
| 38 | Supplying and drawing 4 core 10 sqm pvc insulated and scheathed alluminium conductor armoured cable through under ground |
| 39 | Supplying and fixing 32A, 450 TPN main switch on iron frame on wall and making connection (Standered make) |
| 40 | S&F 32A Kit kat fuse on wooden board Please Enable Macros to View BoQ information |
