Development of existing Sunrise Valley garden at Kamat Nagar in VP Succorro at Porvorim Goa.

Amount

Surface dressing of ground including removing vegetation in equalities not exceeding 15 cm deep and disposal of rubbish lead upto 50 m and lift upto 1.5 m.: Hard soil

Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. 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. : In (All kinds of soil & all types of Ordinary rock including all types of laterite rock, blasting prohibited)

Earthwork 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 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed including providing barricading, danger lighting guarding as directed in : In (All kinds of soil & all types of Ordinary rock including all types of laterite rock, blasting prohibited)

Supplying and filling in plinth under floors, trenches including watering ramming consolidating, dressing, complete. : b) Moorum

Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth outside the premises in the dumping ground aproved by the Corporation and as directed by Engineer in Charge.

Disposal of debris, building rubbish, undesired material , unserviceable earth to the Contractor's identified dumping location including all leads ,lifts, required statutory approvals and all costs. (Contractor shall identify the location and take all required Approval to indemnify PMC & Employer)

Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete I)Available on site

Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations completeII)Supplied by contractor

Laterite masonry in neatly dressed stones for 20 cms thick masonry walls in cm. 1 : 4 (1 cement : 4 coarse sand) in foundation upto plinth level

Providing & laying cement concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded granitic or basaltic stone aggrt. 20 mm. nominal size) excluding cost of centering, shuttering and finishing in: (a) All works upto plinth level

Providing and laying in position machine batched concrete (BMC), machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to the site of laying but excluding the cost of centering , shuttering, finishing and reinforcement including admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing the strength and durability as per the direction of the Engineer-in-charge. M-30 grade concrete by using 420kgs of cement per cu.m. of concrete instead of M-25 grade of B.M.C.

Supplying and fixing Pre-cast cement concrete kerb-stones(factory made,the factory should be ISO certified and registered under Dirctorate of Industries, Govt. of India) of M-20 with 20 mm nominal size granitic/basaltic aggregate properly consolidated by mechanical plat-form and vibrators with smooth finish including fixing at site complete as per specification :Size 60 cm L x30 cm H x 10cm T

Vaccum dewatering of laid concrete for roads/ areas using Tremix machinery including formwork with MS channel/ angle sections on sides of concrete with proper supporting system, surface/screed & needle vibrating & levelling of concrete. Vaccum dewatering should be doneusing suction mats (spread on surface) & suction pump, power floating/ troweling using screen floater, manual spreading of hardening compound (if any), smooth/rough/broom finish to the required slope, camber & level, groove cutting (upto 10mm wide x50mm deep) for contraction/expansion, construction & longitudinal hoints, Providing dowel bars with sleeve/tie bars, filling two component polysuphide sealant/joint filler (Bitumen hotsealing compound: Grade A), taping with masking tape etc complete. (Concrete, reinforcement, Dowel Bar with sleeve/tie bar Reinforcement, tarpaulin sheet to be paid separately)

Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.

Steel work welded (SAIL, TATA. VIZAG & using electrodes of Ador or ES4B or Deh Secheron make only)in built up sections trusses and framed work ,cutting, hoisting, fixing in position including bases & gussets plates, holding down bolts with nuts & washer and applying priming coat of red lead paint: In tees, angles, flats and channels, tubular sections inclusive of application of three coats of marine paint of approved shade and brand or epoxy painting using Nitocote ET 550 /ET 140 (Fosroc) with prior approval, to steel work as per manufacturer's specification approved by the Engineer.

Centering & shuttering including Strutting, Propping & removal of forms for :Foundations, Footings, Bases for columns, raft etc

Centering & shuttering including Strutting, Propping & removal of forms for :vertical surfaces such as retaining walls , return walls, walls (any thk) including attached pilasters, buttresses, plinth and string courses, fillets, etc.

Centering & shuttering including Strutting, Propping & removal of forms for : Columns, Pillars ,piers,abutments, posts and strut, square, rectangular, polygon in plan. etc.

Centering & shuttering including Strutting, Propping & removal of forms for : Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth

Centering & shuttering including Strutting, Propping & removal of forms for : Suspended floors, roofs landings, shelves & their supports

6mm cement plaster to ceiling 1: 3 (1 cement : 3 fine sand)

18mm cement plaster in two coats under layer 12mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) and top layer 6mm thick with cement plaster 1: 3 (1 cement : 3 coarse sand) finished with sponge.

White washing with whiting on old work ( one coat) to give an even shade.

Painting three or more coats with acryllic exterior paint of approved brand and manufacture (Such as Dulex/ Asian Paints/ Sherwin Willians) including applying one coat of cement primer and one coat of surface treatment etc. complete.

Kotah stone slab flooring over 20 mm (average) thick base laid over & jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing & complete with base of cement mortar 1:4 (1 cement : 4 coarse sand)

Kotah stone slab flooring over 25 mm thick in risers of steps, skirtings, dado & pillars laid on 12mm (average) thick cement mortor 1:3 (1 cement : 3 coarse sand) & jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing & polishing complete.

Providing and fixing Kota stone tread tiles 35mm thick in single piece with rounded of nosing antiskid groove laid on and including 20mm (average ) thk bed of cement slurry including pointing with pigmented cement slurry to match the shade of the slab, cleaning etc. complete.

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade, area of slab over 0.50 sqm : Jet Black

Providing and fixing 1st quality ceramic glazed wall tiles (Johnson, Somany, Kajaria )conforming to IS:15622 (thickness to be specified by the manufacture of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-charge in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand ) and jointing with grey cement slurry @3.3kg per sq.m including pointing in white cement mixed with pigment of matching shade complete. : Wall Ceramic Glazed Tiles : 300 x 450

Providing and laying factory made Shot blasted cement concrete interlocking paver block of minimum M35/M40 grade made by heavy duty block making machine with strong vibratory compaction and of aprpoved size and design / shape laid in 50 mm thick compacted bed of coarse sand, filling the joints with coarse sand, etc. all complete as per the direction of Engineer.- in I, Wave, Rectangular, Square etc. shapes. The products should comply to IS 15658:2006 and manfucatured by ISO9001: 2008 certified plant. The shot blasting should be done using 0.4 0.5mm dia steel shots with a speed of 3200 rpm.. a) 60 mm thick in all colours except grey (M35 grade)

Providing and Installing four seater Arch Swings of approved design and make having safe play area of 7 x 3.5 m and for age group of 4 to 14 years and including all taxes, transportation, excavation, PCC, footings, labour required for installation etc complete as directed by the engineer incharge.

Providing and Installing multi seater See Saw of approved design and make having safe play area of 1.5 x 1.0 m and for age group of 3 to 10 years and including all taxes, transportation, excavation, PCC, footings, labour required for installation etc complete as directed by the engineer incharge.

Providing and Installing 1.50 m Dia Merry Go Round Platform of approved design and make having safe play area of 2.5 M Dia and for age group of 5 to 12 years and including all taxes, transportation, excavation, PCC, footings, labour required for installation etc complete as directed by the engineer incharge.

Providing and Installing following type of spring riders of approved design and make having safe play area of 1.50 x 1.0 M and for age group of 3 to 6 years and including all taxes, transportation, excavation, PCC, footings, labour required for installation etc complete as directed by the engineer incharge. a)Rider Bike

Providing and Installing following type of spring riders of approved design and make having safe play area of 1.50 x 1.0 M and for age group of 3 to 6 years and including all taxes, transportation, excavation, PCC, footings, labour required for installation etc complete as directed by the engineer incharge.b)Duck

Providing and Installing following type of spring riders of approved design and make having safe play area of 1.50 x 1.0 M and for age group of 3 to 6 years and including all taxes, transportation, excavation, PCC, footings, labour required for installation etc complete as directed by the engineer incharge.c) Pony

Providing and Installing following type of outdoor fitness equipments of approved make and design and as per specification . including all taxes, transportation and labour required for installation etc complete as directed by the engineer incharge.a)Air Walker

Providing and Installing following type of outdoor fitness equipments of approved make and design and as per specification . including all taxes, transportation and labour required for installation etc complete as directed by the engineer incharge.b)Back Extension

Providing and Installing following type of outdoor fitness equipments of approved make and design and as per specification . including all taxes, transportation and labour required for installation etc complete as directed by the engineer incharge.c)Hip Twister

Providing and Installing following type of outdoor fitness equipments of approved make and design and as per specification . including all taxes, transportation and labour required for installation etc complete as directed by the engineer incharge.d)Horizontal Ladder

Providing and Installing following type of outdoor fitness equipments of approved make and design and as per specification . including all taxes, transportation and labour required for installation etc complete as directed by the engineer incharge.e)Leg Press

Providing and Installing following type of outdoor fitness equipments of approved make and design and as per specification . including all taxes, transportation and labour required for installation etc complete as directed by the engineer incharge.f)Parallel Bars

Providing and Installing following type of outdoor fitness equipments of approved make and design and as per specification . including all taxes, transportation and labour required for installation etc complete as directed by the engineer incharge.g)Push - Up Bars

Providing and Installing following type of outdoor fitness equipments of approved make and design and as per specification . including all taxes, transportation and labour required for installation etc complete as directed by the engineer incharge.h)Push - Up Stand

Providing and Installing following type of outdoor fitness equipments of approved make and design and as per specification . including all taxes, transportation and labour required for installation etc complete as directed by the engineer incharge. i)Sit- up bench

Providing and Installing following type of outdoor fitness equipments of approved make and design and as per specification . including all taxes, transportation and labour required for installation etc complete as directed by the engineer incharge.j)Sit up Board

Providing and Installing following type of outdoor fitness equipments of approved make and design and as per specification . including all taxes, transportation and labour required for installation etc complete as directed by the engineer incharge.k) Sky climber

Rough dressing the lawn area, flower beds, planter areas , shrubbery or ground covers area etc including trenching to a depth of 30cms breaking clods flooding with water, uprooting weeds from above area after 10 to 15 days of its flooding including disposal of uprooted vegetation as directed by the engineer incharge.

Supplying and spreading of good earth at site including royalty and carriage up to 10 kms (earth measured in stacks will be reduced by 20% for payment) and Spreading of sludge, dung manure or/and good earth in required thickness

Regular maintainance of soft landscape , Trees , shrubs , groundcover , climbers, lawn en-compassing special care to be taken during monsoon as per chapter 9 specification of Vol I inclusive of all required resources to mantain the garden in healthy condition to the satisfaction of engineer- (Period commences 3 months after completion of project)

Supply and stacking of local sand (Grading zone iii or coarser) dump manure (cow dung) on site and mixing with Good earth (Good earth from item already supplied by contractor) including mixing earth, sand and cow dung in proportion of 75% sand 25% of cow dung as directed by the engineer incharge.

Granular Sub-base with Close Graded Material (Table:- 400-1) : By Mix in Place Method (Construction of granular subbase 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 clause 401) : for grading-III Material

Applying crusher stone dust (10mm thick) to areas over GSB compacted surface

Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 250 mm cushion above the pipe, cross section of excavation 400 x 550 mm. Excavated material to be utilised in roadway at site.

Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)

Construction of artificial turf for futsal court with 5 years warranty with line marking as directed by Engineer Incharge having following Specifications: Production Process : Tufted cut pile Pile Material : 100% PE + PP monofilament Yarn Dtex : 12.400Dtex / 16 ply Quality : 100% European product, free of heavy metals and toxics Primary Backing : 100% PP, UV stabilised , approx 160 gr./m2 : +/-10% Coating : SBR Latex, approx 800 gr./m2 : +/-10% Water Permeability : >300 ml per minute per 100 cm2 Pile Height : Approx. 26mm : +/-10% Total Height of construction : Approx. 28mm : +/-10% Pile Weight : Approx. 1365 gr./m2 : +/-10% Total Weight of construction : Approx. 2325 gr./m2 : +/-10% Tuftgauge : 3/8' gauge Stitches per square metre : 160 : +/-10% Stitches per square metre : 16.800 : +/-10% Filaments per square metre : 537.6 : +/-10% UV Stability : 8 years of warranty Light Fastness : Blue scale 1-8 > 7 (according DIN 54004) Colourfastness : Gray scale 1-5 > 4 ( according DIN standards) Installation Method : Loose laid on bound or unbound sub base Infill : Silica sand, gradation 0.5- 1.0mm Sand type : Min. 80% round of shape Recommendation : Approx. 5kg per m2 for stabilisation Roll Width : 2 meters or 4 meters : +/-1% Roll Length : Target length approx. 25 linear meters. All data above are subject to modification based upon technical improvements or company internal developments. All figures are average values and can vary slightly. Note : The contractor shall provide certificates from futsal governing body or its authorised agency.

Supplying and fixing HDPE / Polypropylene net in twisted, braided & knotless types soccer net conforming to British Standards BSEN748-2013 and BSEN8462-2005. Soccer nets in the standard colors of white, green and orange (single colored, bicolor or checkered) of Garwale make or equivalent HDPE UV treated Net twisted, 3 mm twin size & mesh of 50 mm X 50 mm on all four sides of court as per the directions of Engineer Incharge.

Providing and Laying FIBA Approved Polypropylene Interlocking Flooring system for Basketball Court (Court Size Border Included) with Line Marking as directed by Engineer Incharge having following specification: Tile Specification: L – 301 mm, W – 301 mm, Thickness - 15.8 MM Material – Virgin Polypropylene Surface - Double Layer Color – As per Customer Rebound Rate – 93% Shock Abortion Rate: 32 % Vertical Ball Behavior: 1.7 Coefficient of sliding friction: 0.5 Vertical Deflection – 0.01 mm (FIBA Certificate to be supplied on request) Product Supply Duration: 6-7 Weeks from the date of order receipt. Note : The contractor shall provide certificates from FIBA approved agency.

Court Line Marking for Badminton court : The lines marking out the court should be coloured white or yellow and the lines should be 40mm wide and as directed by the engineer incharge.

Supplying and fixing HDPE / Polypropylene net in twisted, braided & knotless types soccer net conforming to British Standards BSEN748-2013 and BSEN8462-2005. Soccer nets in the standard colors of white, green and orange (single colored, bicolor or checkered) of Garwale make or equivalent HDPE UV treated Net twisted, 3 mm twin size & mesh of 50 mm X 50 mm on all four sides of court as per the directions of Engineer Incharge.

Providing and installing Basketball Poles made of 8” dia pipe with 3.2 meter projection and basketball board transparent acrylic imported 25mm thick size 180cm x 105cm with dunking ring, net and frame. Use of high quality branded MRF Epoxy paint as directed by the engineer incharge.

Portable Badminton Nets: Free standing portable posts made of 50 X 50 mm heavy duty steel uprights with wheel-a-way base as directed by the engineer incharge.

Providing and Laying EPDM Rubber Flooring for Gym as directed by Engineer Incharge having following specification: P/F of EPDM Rubber flooring with: 1. PU binder on concrete sub base. 2. Cushion layer of 14 mm of R grade rubber buffing bonded with Dow PU binder with appropriate ratio. 3. 6 mm virgin high polymer imported colored EPDM granules - layer bonded with Dow PU binder with appropriate ratio (PU Binder - imported from Europe 25% polymer EPDM imported from Malaysia)/20 mm thick.

Providing and fixing in position G.I. hand rail polyster powder coated in external passage, as per approved design shown in drawing including bending hand rail pipe to proper shape in curves with special etc. complete as directed by the engineer incharge.

Providing and Laying EPDM Rubber Flooring for Play area as directed by Engineer Incharge having following specification: P/F of EPDM Rubber flooring with: 1. PU binder on concrete sub base. 2. Cushion layer of 20 mm of R grade rubber buffing bonded with Dow PU binder with appropriate ratio. 3. 6 mm virgin high polymer imported colored EPDM granules - layer bonded with Dow PU binder with appropriate ratio (PU Binder - imported from Europe 25% polymer EPDM imported from Malaysia)/26 mm thick.

Supplying, installing, testing and commissioning solar street light pole comprising of 14W LED fitting, 12V 36Ah maintenance free lithium battery, min. 75Wp SPV module, MS powder coated battery box weather proof, mounted on 75/80 mm dia. B-Grade GI pole of 6 m. height along with brackets, foundation, earthling and necessary accessories complete. Specification no. ESD-SOL-STL ( with 5 years warrantee )

Making M- 20 grade reinforced cement concrete foundation by considering the safe soil bearing capacity as 10 T/sq.m at 1.5 m depth including supply of steel, concrete, excavation, fixing provided nut bolts with the help of template, duly plastered as per design complete (for 3 to 5m octagonal / conical GI pole).

Supplying and erecting LED Flood light fitting of 200W, including lamp, with PF > 0.95,class IP 65 and above Housing of pressure die cast aluminium alloy and heat sink extruded aluminium complete per specification No FG-ODF/FLS-2

Supplying & erecting FRP box of size 150 x 125 x 100 mm, 2.7 mm thick complete on pole/wall as per specification no. CB- SB

Supplying and erecting 12.5 m (clear height) High Mast (Top- 150mm, Bottom- 360mm) with lowering and raising motorized unit, lantern carriage assembly suitable for max. 6 nos. luminaries and its control gear box, lightning finial arrangement for fixing aviation light and foundation bolts on provided foundation as per specification no. OH-PL/HM (excluding luminaries ).

Making M- 20 cement concrete foundation by considering the safe soil bearing capacity at site as 10 T/sq. m at 2 m depth including excavation and fixing provided nut bolts with the help of template, duly plastered as per design complete (for 12.5 m raising lowering high mast).

Supplying and erecting 20 m (clear height) High Mast (Top- 150mm, Bottom- 410mm) with lowering and raising motorized unit, lantern carriage assembly suitable for max. 8 nos. luminaries and its control gear box, lightning finial arrangement for fixing aviation light and foundation bolts on provided foundation as per specification no. OH-PL/HM (excluding luminaries).

Making M- 20 cement concrete foundation by considering the safe soil bearing capacity at site as 10 T/sq. m at 2 m depth including excavation and fixing provided nut bolts with the help of template, duly plastered as per design complete (for 20 m raising lowering high mast) .

Supplying and erecting outdoor stand mounted feeder pillar for highmast of the same manufacturer with 32A TPN MCB incomer, single dial timer switch, 25A TP contactor for automatic switching of luminaries, 2 nos 9A contactors and raise/lower push button, and provision for termination of adequate size of incoming and outgoing cables erected in min. 14 SWG CRCA sheet box with supporting angles, self-lock, gasket and slanting top erected with CC foundation complete.

Supply of 3 core armoured PVC/XLPE insulated, PVC sheathed aluminium conductor cable of 1.1 KV grade with ISI mark conforming to IS:1554(Part I) ,IS:7098(Part I) with latest amendments of following size. 3 Core 6 sq.mm

Supplying and making cable end terminations with brass compression gland and aluminium lugs for folowing sizes of 3 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, complete as required.(3) 3 x 6 Sq. mm.

Supply of 4 core armoured PVC/XLPE insulated, PVC sheathed aluminium conductor cable of 1.1 KV grade with ISI mark conforming to IS:1554(Part I) ,IS:7098(Part I) with latest amendments of following size. 4 Core 10 sq.mm

Supplying and making cable end terminations with brass compression gland and aluminium lugs for folowing sizes of 4 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, complete as required. (4) 4 x 10 Sq. mm.

Supply of 4 core armoured PVC/XLPE insulated, PVC sheathed aluminium conductor cable of 1.1 KV grade with ISI mark conforming to IS:1554(Part I) ,IS:7098(Part I) with latest amendments of following size. 4 Core 16 sq.mm

Supplying and making cable end terminations with brass compression gland and aluminium lugs for folowing sizes of 4 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, complete as required. (5) 4 x 16 Sq. mm.

Supply of 4 core armoured PVC/XLPE insulated, PVC sheathed aluminium conductor cable of 1.1 KV grade with ISI mark conforming to IS:1554(Part I) ,IS:7098(Part I) with latest amendments of following size. 4 Core 25 sq.mm

Supplying and making cable end terminations with brass compression gland and aluminium lugs for folowing sizes of 4 Core PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, complete as required. (6) 4 x 25 Sq. mm.

Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 25 sq.mm direct in ground including excavation in the form of a trench as per Cable Trench Drawing provided by the Engineer-Incharge,sand cushioning with screened sand bed of 20mm thick , protective covering with bricks placed breadth-wise on top of cable all over the run( the brick protection shall cover the cable and project atleast 5 cms over the sides of the cable) and backfilling the excavated earth without stones or hard material and making the surface proper with 15 cm crown on the top complete as required. '(a) In soily strata

Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 25 sq.mm in the existing RCC/HUME/STONEWARE Metal pipe, etc. complete as required

Supplying & erecting G.I. pipe ‘A’ class 50 mm dia. Erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE

Supplying and laying (including excavation of suitable width & depth up to 90 cm) 120 mm outside dia. double wall corrugated pipes (DWC) of HDPE for enclosing cable below ground/road surface, to required depth complete.

Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 25 sq.mm on surface, etc. complete as required

FUTSAL PANEL - Supply ,installation testing and commissioning of outdoor , IP65, duly powder coated or painted with one coat of red lead paint and 2 coats of enamel paint, LT panel , stand mounted , single front ,14 G. MS CR Sheet fully compartmentalised, with tinned Aluminium busbar 100A neutral busbar earth bar dinnbar detachable gland plate interconnections phosphotized and powder painted including earthing etc.with cable entry at bottom Including structural support for installation as required. INCOMER : 1 No. of 32 A TPN MCB CAT A OUTGOING : 6 No. of 10 A SPN MCB CAT A

MAIN PANEL - Supply ,installation testing and commissioning of outdoor type , IP65, double Door, duly powder coated or painted with one coat of red lead paint and 2 coats of enamel paint, LT panel ,floor mounted , single front ,14 G. MS CR Sheet fully compartmentalised, with acrylic sheet 3 mm thick to be used for covering the CRCA sheet boxes etc. all MCCBs, Disconnector fuse switch unit, MCB's etc. with rotary handles, terminal spreaders for use on MCCB incoming and outgoing terminals, separate bus bar 300A and cable chambers with cable entry at top/ bottom as required. Incomer 100 A, 4 Pole, Adjustable 35/40 KA, MCCB CAT A - 3 No 100A, 4 Pole, ON LOAD Automatic Transfer Switch (ATS) suitable for 415V, 50 Hz - 1 No Metering Electricity Department Approved Three phase energy meter (KWh), 4 wire, in Class 1.0, 50 Hz, 240 V duly tested by MRT along with Test Certificates, 50 to 100 A Electricity Department Approved Three phase 10 to 60 A net meter DLMS compliance (measures import kWh, kVAh, export kWh, kVAh, Net kWh, kVAh,V, I, kW, 6 months history of energy) Outgoings 4 pole MCB 32 A 10 KA, CAT B - 10 Nos.

Supplying, installing, testing and commissioning of 15 kWp off grid solar power pack with GI mounting structure and interconnecting wires / cables along with 24V/12V pure sine wave solar power inverter (THD<5%), 24V/12V charge controller and 24V/12V C-10 rated lead acid battery bank of required capacity and required SPV modules for battery backup of 6 hrs complete, with 5 years on site performance warrantee as per Specification no. ESD-RT-OFG Note :- Rates are as per benchmark cost of Ministry of New and Renewable Energy (MNRE), inclusive of total system cost, it's installation, commissioning, transportation, insurance with 5 years AMC/CMC .

Earthing with GI earth pipe 2 mts long 40 mm dia medium class with ISI mark,of approved brands, including accessories and providing masonry enclosure with CI/RCC cover having locking /lifting arrangement and watering pipe etc. with charcoal or coke and salt) as required as per the Earthing Drawing provided by the Engineer-Incharge.The scope of work includes the following: a) Excavation of pit of size 1.0x1.0x 2.0 mtrs(min) and disposal of excavated soil. b) Class B GI pipe, 40mm diameter as per specifications. c) Charcoal/salt as per specs ( paid seperately). d) Refilling the pit of size 1.0x1.0x 2.0 mtrs(min) with soft black soil of minimum resistivity i/c transportation. e)Masonary chamber with proper foundation, cover plate and locking arrangement. f) Testing of earth value with earth megger and certifications of its value. Aluminium tag with embossed earthing value to be attached to the pipe. g)watering arrangement(plumbing will be paid seperately). (a) In soily strata

Earthing with GI earth plate 600 mm x 600 mm x 6 mm thick including accessories and providing masonry enclosure with CI/RCC cover having locking/Lifting arrangement and watering pipe etc. (but without charcoal or coke and salt) as required as per the Earthing Drawing provided by the Engineer-Incharge.The scope of work includes the following: a) Excavation of pit of size 1.0x1.0x 3.0 mtrs(min) and disposal of excavated soil. c)Watering GI pipe, 20mm, Class B, with funnel as per specs. d) Charcoal/salt as per specs ( paid seperately). e) Refilling the pit of size 1.0x1.0x 3.0 mtrs(min) with soft black agriculture soil of minimum resistivity i/c transportation. e)Masonary chamber with proper foundation, cover plate and locking arrangement. f) Testing of earth value with earth megger and certifications of its value. Aluminium tag with embossed earthing value to be attached to the pipe.g)watering arrangement(plumbing will be paid seperately). a) In soily strata

Extra for using salt and charcoal for GI or copper plate earth electrode as required( 96 Kgs of Charcoal and 5 Kgs of Salt)

Supplying and laying 6 SWG GI wire at 0.5 m below ground level for conductor earth electrode including soldering etc. as required

Providing and fixing 6 SWG dia GI wire on surface or in recess for loop arthing . as required

Supplying and laying 25 mm x 5 mm GI strip at 0.5 m below ground as strip earth electrode including soldering etc. as required

Providing and fixing 25 mm x 5 mm GI strip on surface or in recess for coneections etc. as required

Allabaksh Mulla