ADDN ALTN TO BASKETBALL COURT PROVN OF COMPOUND WALL ALONG THE ROAD AND PROVN OF 6 NOS GLASS DOOR AND CONNECTED WORK AT CGDHQ 01 UNDER GE (I) CG PORBANDAR

Schedule 'A' B/R

Excavating over areas for soft & loosed soil, not exceeding 1.5 Metre deep and getting out, complete all as specified and directed by Engineer-in-Charge.

Removing excavated soil not exceeding 50 Metre and depositing where directed at a level not exceeding 1.5 Metre above the starting point, complete all as specified and directed by Engineer-in-Charge.

Demolition of Concrete of any description and in any position not otherwise specifically provided, complete all as specified and directed by Engineer-in-Charge.

Dismantling/ Demolition of brick work or stone masonry or RCC Precast Jali & Jafari built in cement mortar including all quoins, arches, pillars, etc., complete all as specified and directed by Engineer-in-Charge.

Material & Labour for Hard-core of broken stone or boulders gauge not exceeding 63mm, deposited, spread and levelled in layers not exceeding 15 cm thick, watered and rammed to a true surface, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for Cement concrete 1:3:6 type C-2 using 40mm graded stone aggregate in foundations, filling and mass concrete including sub base of floors, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for Cement concrete 1:2:4 type B-2 using 40mm graded stone aggregate in foundations, filling and mass concrete including sub base of floors, complete all as specified and directed by Engineer-in-Charge.

(a) Supply only polyester triangular fibres as secondary reinforcement in concrete shall be 6/12 mm long with circum circle diameter of 30-35 microns, designed for melting point of 240-260 degree Celsius & having specific gravity 1.34-1.40. (b) Polyester triangular fibres, where indicated, shall be uniformally mixed at the rate of 0.25% ( or at the rate as per manufacturer's instructions) by weight of cement. Mixing shall be deemed to be included in respective main items like integral water proofing compound)

Material & Labour for forming construction Joint 30mm deep x 10mm wide filled with sealing compound Grade B, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for forming contraction dummy Joint 30mm deep x 10mm wide filled with sealing compound Grade B, complete all as specified and directed by Engineer-in-Charge.

Supply & Fixing basketball board including basketball pole with connected items complete set consisting of mainly the following components:- (a) 20mm thick fibre acrylic sheet/ 'A' grade malesian board white including 50mm x 50mm x 2mm thick with MS black square pipe frame with board of size 71" X41" including standard marking on board. (b) 450mm dia basket dunking iron ring with net made out of 18mm dia MS pipe fixed to board as per standard practice. (c) Top holding plate made out of 6mm thick MS plate including 4 Nos 100mm long, 16mm dia, bolt and nuts. (d) Base plate made out of 6mm thick MS plate including 4 Nos 16mm dia, 650mm long bolts and nuts. (e) Basketball pole 150mm dia and 2.5mm thick round mild steel black pipe of standard height approx 3.20 Mtr vertical above floor level and 1 mtr deep below floor level fixed in PCC 1:2:4 and approx 2.2 Mtr projection/ extension to fix the board with adjoin pipe of square 50 x 50 and 2mm thick as per standard practice as specified and as directed by Engineer in charge. (f) All MS items duly painted with two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed by Engineer-in- charge.

Material & Labour for providing supplying and installation of 8 layer synthetic flooring for basketball court (3 to 4mm thick) over plain cement concrete with following stages given below:- (i) JOINT : Special fibre treatment for concrete surface expansion / construction/dummy joints. (ii) PATCH: 100% Acrylic based emulsion to repair cracks of concrete and asphalt pavement. It should be carried out after 30 days from the date of placement of concrete. (iii) PRIMER: 100% Acrylic unic floor based emulsion to improve bond of acrylic court system to the concrete or asphalt surface. (iv) RESURFACER: 02 layer of Acrylic resurfacer 367 -30 for filling and smoothing asphalt or concrete surfaces in preparation for Acrylic ITF Approved tennis court system. And fills the surface chips, voids and conceals repairs while providing a smooth surface of colour coating. (v) RUBBER CUSHION COAT: 02 Layer of Acrylic Floor rubber cushion for asphalt or concrete surfaces in preparation for Acrylic ITF approved system.

(vi) ULTRA RUBBER CUSHION COAT: 02 Layer of Acrylic floor rubber cushion for asphalt or concrete surfaces in preparation for Acrylic ITF approved system. (vii) PRECOAT: 02 Layer of acrylic based textured tennis top coat. Ideal for colour coating tennis and basketball courts and other sport pavement surfaces. (viii) LINES: 2 Layers of acrylic latex white striping paint textured based ITF Approved, complete all as specified and directed by Engineer-in-Charge. (Note:- The work shall be executed through specialised agency / applicator of synthetic flooring and material shall be approved ITF standards of Make carbolink india PVT Ltd or equivalent and colour of synthetic flooring shall be approved by GE/ Engineer-In-Charge. The unit rate quoted by the contractor/ bidder shall be deemed to be included guarantee period of 03 Year from the date of completion. The security deposit amount shall be calculated as per the scale laid down by MES for calculated individual security deposit on the total amount of said items.

Material & Labour for Cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate in foundations, filling and mass concrete including sub base of floors, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for 60mm thick M-35 Grade Machine pressed precast concrete paver block of any colour any shape and size confirming to IS 15658-2006 with grey cement and pigment, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for 50mm thick Sand filling under floors or in foundation including watering and consolidation, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for Porbandar stone masonry, well bonded, bedded and solidly hearted built in Cement Mortar 1:6, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for rendering 15mm thick on stone surfaces in cement mortar 1:4 and even and smooth without using extra cement, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for preparation of new plastered / unplastered surfaces of wall and applying two coats of 100 % Premium acrylic emulsion paint having VOC less than 50 gm/ltrs and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10 sqm all as per the manufacturer’s instructions, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for cement concrete 1:2:4 type B-0 using 12mm graded stone aggregate in coping, plinth course, parapets or roof kerbs, rounded or chamfered on edges and kerb stone including necessary form work, complete all as specified and directed by Engineer-in-Charge.

Dismantling posts or struts (wood, steel or RCC), any section, including taking out embedded portion and making good disturbed ground, posts embedded in concrete, brick work, masonry, etc., complete all as specified and directed by Engineer-in-Charge.

Dismantling Chain link fencing wire, any type, complete all as specified and directed by Engineer-in-Charge.

Excavating in post holes (or similar holes) each not exceeding 0.5 Cum in soft / loose soil, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, complete all as specified and directed by Engineer-in-Charge.

Excavating in trenches, not exceeding 1.5 Metre wide and not exceeding 1.5 Metre depth for foundation, etc or not exceeding 10 Sqm on plan and not exceeding 1.5 Metre in depth for shafts, cesspits, manholes, pier holes, etc and getting out in loose/soft soil, complete all as specified and directed by Engineer-in-Charge.

Returning, filling in excavated approved soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm each, complete all as specified and directed by Engineer-in-Charge.

Supply & Fixing Galvanised steel work as in posts/struts in fencing including cutting, tops to shape as directed, drilling holes notching for wire etc., complete conforming toFe-290 Grade E-165, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for PVC coated 4mm dia stainless steel wire mesh of apparture 100mm x 100mm made up into mattresses or cages, lapped, wired and laid in position, including closing after filling, complete all as specified and directed by Engineer-in-Charge.

Supply & Fixing Framed work such as grills, gratings, etc. with ends of bars shouldered/welded or riveted, or forged into spikes; framed guard bars; Square Bar, Flat Iron, barred iron doors; ladders; framed balusters; walk ways; railings; cutting, welding , frame work of water tanks and similar work con-forming to Fe.290. Gde-E-165 in Existing grills work, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for Mild steel round bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mmdia or securing with clips quality conforming, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for preparing new surface of steel of any desc over 10 cm width or girth and applying two coat of synthetic enamel paint over red oxide, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for Mild steel screw bolts (machine made) of dia 5 to 10mm with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, n exc 5cm long, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for pre cast RCC jali 35mm thick in PCC 1:2:4 type B0 using 12.5mm graded stone aggregate set and jointed in Cement Mortar 1:4, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for precast RCC 1:2:4 Type-B1 (using 20mm graded crushed stone aggregate) as in manhole and drain cover slab and similar article with plain faces, set in cement Mortar 1:4, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for CRS TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire annealed not less than 0.9mm dia or securing with clips, complete all as specified and directed by Engineer-in-Charge.

Providing cement concrete 1:2:4 type B-1 using 20mm graded stone aggregate in cills, bed blocks, copings, bed plates, bond stones, etc including weathering, slightly rounded or chamfered angles and throating as directed including necessary form work, complete all as specified and directed by Engineer-in-Charge.

Taking down chowkhat with shutters (without taking of shutters from the frames of any description exceeding 1.5 sqm but not exceeding 4 sqm in each panel, complete all as specified and directed by Engineer-in-Charge.

Supply and fixing 12mm thick toughned glass as in hinged doors, partitions/ automatic doors and similar work including cutting to shape, drilling holes required with all stainless steel fitting including L connector, silicon fixer, decorative handle, lock, floor door spring for weight not exceeding 80 Kg for each leaf and decortaive lamination film etc with all fittings, complete all as specified and directed by Engineer-in-Charge.

Dismantling, floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles and rubbish off the premises, complete all as specified and directed by Engineer-in-Charge.

Taking down cement plaster on stone wall incl racking out joints, hacking for key scrubbing with water etc., complete all as specified and directed by Engineer-in-Charge.

Material & Labour for granite (of any type) 20mm thick (table rubbed and polished) in steps, jambs, pillars, window-cills, cooking platforms and like in cement mortar (1:4) including pointing in white cement (1:2) using marble dust with admixture of pigment to match with shade of granite including, grinding, polishing, moulding the edges and polishing and including over screed bed 20mm thick in cement mortar 1:6, complete all as specified and directed by Engineer-in-Charge.

Schedule 'A' E/M

Supply, laying and testing in replacement of XLPE LT cable Insulated, screened, PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25.0 sqmm 4 core, complete all as specified and directed by Engineer-in-Charge.

Supply and Laying in replacement of 50mm OD Double Wall Corrugated (DWC) high density polythene pipes having corrugation on the outer wall and plain surface on the inner wall for protection of underground Cable with all fittings, complete all as specified and directed by Engineer-in-Charge.

Supply & fixing LED flood light fitting 210 Watt with LED lamps and driver and made of pressure die-cast aluminium housing IP66 road way luminaries (wider beam angle not less than 120 degree, optics with convex lens/pinet lens) with UV stabilized polycarbonate cover or heat resistant toughen glass cover and high power LEDs as light source with LED fittings system Lumen not less than 100 lumen per watt and electronic driver with efficiency 85% with inbuilt protection against lighting, over voltage, short circuit and surge/spike protection upto 10 KV ensuring longer life (THD<10%, PF shall be > 0.95, colour temperature 5700±300K), life expectancy of LEDs minimum 50,000 burning hrs, warranty of complete luminaries fitting shall not less than three years. The fitting shall be tested in NABL accredited LAB and LM 79 & LM 80 test certificate shall be submitted by the original manufacturer, including connection, complete all as specified and directed by Engineer-in-Charge. Make: Wipro/ Philips/Crompton

Supply and laying or fixing or passing through pipe, 1100 volts grade heavy duty cable with PVC insulated aluminium conductor served with an inner sheathing of PVC tape armoured with galvanised steel wire or tape and overall PVC sheathed 6 sqmm 4 core, complete all as specified and directed by Engineer-in-Charge.

Material & Labour for Earthing complete with galvanized steel earth plate electrode including necessary excavation and earth work in any type of soil with galvanized steel earth plate electrode size 60cm X 60cm X 6mm thick buried directly in ground (Earth pit not less than 2.25m below ground level) with top edge of earth plate not less than 1.5m below normal ground level connected to galvanized steel wire of dia. 4mm as earth lead by means of bolt nuts, check nuts and washers of galvanized iron or steel all as shown in electric plate no.3 of MES SSR PART I connected to main switch board or main control board all as specified and testing on completion including provision of earth strip protected by galvanized iron 40mm dia. Light grade pipe and watering pipe shall be 20mm bore medium grade PCC pit with pre cast RCC cover, charcoal/salt funnel etc., including taking down old unserviceable Earthing, complete all as specified and directed by Engineer-in-Charge.

NOTE:(1) The concrete pit shall be PCC 1:3:6 type C-1, 40mm thick pre-cast cover slab of RCC(1:2:4) type B-1 using 20mm graded stone aggregate enforced with 8mm TMT bar@ 10cm C/C on both sides with suitable casts iron handle shall be provided in lieu of cast iron cover shown in electrical plate no. 3 of MES SSR PART I (2) Item includes the cost of 7.5m GI pipe for protection of earth strip. (3) PCC pit shall be provided atleast 500mm away from the pit and not on the earth pit itself and extra cost of additional length of watering pipe, bends, elbows etc. shall be deemed to be included in the quote rate. (4) Item includes the cost of 7.5m length of earth wire.

Supply, installation & commissioning of factory made, self-supporting totally enclosed LT panel board (outdoor type) confirming to IP 55 compartmentalized design, dust & vermin proof for 440 & commissioning of factory made, self-supporting totally enclosed LT panel E volt 3 phase 4 wire system made up of Gf sheet of 3.0 mm thick built rigid frame work having common back door and three compartmentalised front door for incoming section, middle and outdoor section with neoprene rubber gasket, epoxy powder coated. With sufficient steel frame and PCC foundation. Comprising with following.a) Copper bus bar of size rating 100 Amp, supported with suitable size of heavy duty porcelain stand block with suitable size brass nut, bolts and washers with heat shrinkable PVC sleeving INCOMING:(a) MCCB 3 pole 63 Amp, 415 volt, 25 kA breaking capacity = I nos(c) R, Y, B LED indicator MIDDLE PORTION: It consist of two parts for (1) six horizontal On Off sulzer switches (2) three horizontal independent 6/16 Amp switch socket (this part should have space for placing of mobiles etc) (b) MCB 2 Amp, 1 pole = 6 nos (c) MCB 16 Amp, single pole = 3 nos (d) R, Y, B LED indicator1) Sulzer ON OFF switches of 6 Amp capacity, 360 degree rotation (e) 3 pin 6/16 Amp switch socket combination = 3 nos

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