Repairs to MJPAPBCWREIS at Onipenta of Mydukur in YSR Kadapa District

Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for Foundation of Building.(APSS No. 308)

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)

Brick Masonry in superstructure with CM (1:8) prop: using Fly ASH Bricks of size 290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).

Filling with Sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Plain Cement Concrete corresponding to M15 grade as per IS 456 equivalent to (1:2:4) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work (APSS No. 402)

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904)

Flooring with Rough Kadapa slabs of minimum 40 mm thick, size not less than (0.457 x 457M) laid over existing CC bed or roof slab set over a base coat of CM (1:8), 12mm thick and pointing with CM(1:3) to full depth of flooring slabs dully filling joints neatly , including cost and conveyance of all materials like flooring stones, cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, pointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)

Supplying & fixing Ashirvad/Astral flow guard for equivalent CPVC Pipes with fittings in ground or on wall including cost of tees, elbows, bends, reducers, couplings, running joints, union flanges, unions etc. with necessary excavation in all types of soils except rock requiring blasting, refilling, chiselling masonry walls and making good the walls & floors to the original surface and fixing MS clamps on TW blocks on walls including cost and conveyance of all materials and labour charges complete for finished item of work.28.60 mm dia CPVC SDR 13.50

Supplying and fixing NP bib taps of size 12.70mm dia of Indian make Seiko or equivalent including cost and conveyance of all materials, labour charges etc., complete for finished item of work in all floors.400 Grams

Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for Foundation of Building.(APSS No. 308)

Plain Cement Concrete corresponding to M5 grade as per IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)

Vibrated Reinforced Cement Concrete M 25 Design Mix ( by weigh batching / Mixer ) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 380 Kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc.,., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work For Columns, Lintels, Water tanks & RCC Walls in building (APSS No. 402 & 403) septic tank bottom slab150mm

Vibrated Reinforced Cement Concrete M 25 Design Mix ( by weigh batching / Mixer ) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 380 Kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc.,., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work For Columns, Lintels, Water tanks & RCC Walls in building (APSS No. 402 & 403) septic tank top slab100mm thick

Vibrated Reinforced Cement Concrete M 25 Design Mix ( by weigh batching / Mixer ) using 20mm size (SS5) hard granite machine crushed graded metal (Coarse aggregate) from approved quarry, using a minimum quantity of 380 Kgs. of cement per 1 cum of concreteincluding cost and conveyance of all materials like cement, fine aggregate (Sand), coarse aggregate, water etc., to site and cost of seigniorage charges on all materials including centering using Steel scaffolding pipes, jack Props, wallers, Foot plates, brackets, steel Centering Plates, etc.,., shuttering , machine mixing, laying concrete, vibrating,lift charges, curing etc., complete but excluding cost of steel and it’s fabrication charges for finished item of work For Columns, Lintels, Water tanks & RCC Walls in building (APSS No. 402 & 403) septic tank side walls 150mm thick and 200mm thick

Providing impervious coat over RCC roof slab to required slopes with CM (1:3) prop. 20mm thick (average) mixed with water proofing compound manufactured by reputed manufacturers as approved by Engineer-in-charge at 1Kg/bag of cement, laid over roof slab when it is green, finished smooth with a floating coat of neat cement and thread lining at regular intervals of 45cmx45cm including cost and conveyance of all materials like cement, sand, water proofing compound, water etc., to site, seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing mortar, laying, rounding off at junctions of wall and slab, rendering smooth with thread lining, curing, lift charges, etc., complete for finished item of work (APSS No. 901 & 903).

Brick Masonry in Basement with CM (1:6) prop: using Fly ASH Bricks of size 290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. for Basement (APSS No. 501 & 504).

Re-Filling with useful available excavated earth (excluding rock) in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to work site and all operational, incidental, labour charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Supply and fixing of 110mm dia ISI mark PVC/SWR Pipes of 4 Kg/cm2 pressure (Sujala Make)including Cost of necessary pvc bends, shoes and M.S.clamps and all other accessories and fixing in position including cost and conveyance of all materials to site , seigniorage charges sales and other taxes on all materials, all operational, incidental and labour cahrges such as fixing in alignment etc., complete for finished item of work.(APSS NO1328) in All Floors .Make-Prince/Sudhakar/Kissan/Supreme

Supply and fixing of 160mm dia ISI mark PVC/SWR Pipes of 4 Kg/cm2 pressure (Sujala Make)including Cost of necessary pvc bends, shoes and M.S.clamps and all other accessories and fixing in position including cost and conveyance of all materials to site , seigniorage charges sales and other taxes on all materials, all operational, incidental and labour cahrges such as fixing in alignment etc., complete for finished item of work.(APSS NO1328) in All Floors .Make-Prince/Sudhakar/Kissan/Supreme

Constructing 914.4 mm x 457.2 mm (3'0"x1'6") brick in CM 1:6 prop. Masonry Inspection chamber up to 914.4 mm (3'0") and fitted with light weight 914.4., including cost and convenyance of all materials to site, all labour charges, sales and otehr taxes on all materials etc., complete for finished item of work

Plastering with CM(1:4) Prop: 20mm thick in single coat including cost and conveyance of all materials like cement, sand, water etc., to site, including sales & other taxes on all materials, all operational, incidental charges and labour charges such as mixing mortar, finishing, curing, etc., complete but excluding seigniorage charges for finished item of work. (APSS 901,906)

Providing High Yield Strength Deformed (HYSD) steel bars (Fe500grade as per IS 1786-1985) of 8mm to 40mm diameters, cutting, bending, to required sizes and shapes placing in position with cover blocks of approved size and binding wire of 20SWG, forming grills for reinforcement work as per approved Designs and drawings including cost and conveyance of bars from approved sources to site of work, including cost and conveyance of binding wire, cover blocks, chairs, overlaps, spacers, dowels, wastage etc., and all operational, incidental, and labour charges such as cutting, bending, placing in position, tying etc., and sales & other taxes,on cost of all materials complete for finished item of work (APSS No.126) in all floors.

Earth work excavation and depositing on bank with initial lead of 10m and initial lift of 3m in Loamy & Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils ( SS 20-B) including all operational incidental labour charges such as shoring, strutting, sheeting, planking and dewatering including cost of hire charges of T & P, labour charges etc., complete for finished item of work including seignerage charges excluding dewatering charges etc., complete for Foundation of Building.(APSS No. 308)

Plain Cement Concrete corresponding to M7.5 grade as per IS 456 equivalent to (1:4:8) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 40mm size Hard Blasted Granite (IS383, 1970) metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental, and labour charges such as mixing, laying and ramming concrete in layers in position not exceeding 15cm, finishing top surface, curing concrete, etc., complete for finished item of work for Foundations and Flooring Bed (APSS No. 402)

Supply and fixing of 75mmx75mm Square Hallow pipes 3mm thick including cost and conveyance of all materials ., complete and labour charges for finished item of work.

Plain Cement Concrete corresponding to M15 grade as per IS 456 equivalent to (1:2:4) proportion nominal mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard Blasted Granite (IS383, 1970) Machine Crushed graded metal from approved quarry including cost and conveyance of all materials like cement, sand, coarse aggregate, water etc. to site, including seigniorage charges, sales & other taxes on all materials, all operational, incidental and labour charges such as mixing, laying, curing concrete, etc., complete for finished item of work (APSS No. 402)

Brick Masonry in superstructure with CM (1:8) prop: using Fly ASH Bricks of size 290x225x140mm with compressive of 50 Kgs / Sqcm from approved source including cost and conveyance of all materials like cement, sand, fly ash bricks, water etc., to site, i all operational, incidental and labour charges such as mixing cement mortar, constructing masonry, scaffolding charges, lift charges, curing, etc., complete for finished item of work. (APSS No. 501 & 504).

Filling with Sand in trenches, sides of foundations and basement with initial lead in layers not exceeding 15cm thick, consolidating each deposited layer by watering and ramming including cost and conveyence of water to the work site and all operational, incidental, labour charges, seignorage charges, hire charges of T & P etc., complete for finished item of work. (APSS NO. 309 & 310)

Supply and fixing of 50x50x2mm thick hallow square pipes including cost and conveyance of all materials ., complete and labour charges for finished item of work.

Flooring with Rough Kadapa slabs of minimum 40 mm thick, size not less than (0.457 x 457M) laid over existing CC bed or roof slab set over a base coat of CM (1:8), 12mm thick and pointing with CM(1:3) to full depth of flooring slabs dully filling joints neatly , including cost and conveyance of all materials like flooring stones, cement, sand, water, etc. to site, seigniorage charges, sales and other taxes on all materials, all operational, incidental and labour charges such as mixing of cement mortar, laying, pointing, curing, lift charges etc., complete for finished item of work.(APSS No.703 & 701)

Plastering 12mm thick in two coats with base coat of 8mm thick in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge finish including cost and conveyance of all materials like cement, sand, water etc., to site, seigniorage charges, sales & other taxes on all materials,all operational, incidental and labour charges such as mixing mortar, scaffolding charges, lift charges, including cutting of Grooves wherever necessary as directed by Engineer - in - charge, finishing, curing, etc., complete for Even Surfaces of Wall for finished item of work. (APSS 901,903 & 904)

Supply and fixing of Trusses 80x40x3mm pipes including cost and conveyance of all materials ., complete and labour charges for finished item of work.

Supply and fixing of Purlins 40x40x2mm pipes including cost and conveyance of all materials ., complete and labour charges for finished item of work.

Supply & fixing Pre-painted Galvalume Trapezoidal Profile Roofing sheets with 0.50mm thickness, Coating: Alu-Zinc coating AZ150 GSM. Tensile Strength: 550 MPA. Paint coating: Regular Modified Polyester painting. Painting Thickness (Top): 18 to 20 Microns, (Bottom): 5 to 7 Microns. Sheet Width: 1.020, Length: Maximum 12 Meters with Regular Range Coloursin inluding Cost and conveyence of all materials like sheets, J bolts, bitumen washers etc. with or wothout ridge with sales & all other taxes & all labour charges etc. complete for fixing sheets in position.

Supply and fixing of G.I wire, including Labour Charges for fixing complete including cost and conveyance of all materials to site, sales and other taxes, all labour charges etc., complete for finished item of work. as per SSR rate (MAT-04143)

Office Tables 1500 mm x 590 mm x 750 mm,18mm thick with Pre-Laminated Board, Both sides drawer units The table top should be 18mm thick with Pre-Laminated Board (PLB), of approved quality and shade, Grade II Type II conforming to IS:12823. The edges should be sealed with 2mm thick hot preessesd PVC beading. The understructure should be top frame C section 40 x 40 mm 1 mm thickness supported alround tubular frame of CR Round tube of 25.4 mm, 1.2mm thick confirming to IS 513. The tubular frame should be made of CR Round Tube of Dia 25.4mm, 1.2mm thick. For storage, the Table should have 3 drawer unit the overall dimention 350 (w)x 430(H)x 560(D) mm in which the shell and drawer tray shall be 0.5 mm thick CRCA MS, drawer front of 0.8 mm thick CRCA MS sheet, provided with 6 Lever Cam Lock and in built plastic handles. Steel should undergo pre treatment process viz, degreasing, pickling, phosphating etc for rust resistance and durability as per IS std 3618 1996.Epoxy polyster powder coating as per IS101. The total cost of Unit shall include cost of all materials, manufacture, transportation to site assembling at site including loading, unloading and assembling charges at different floor levels of the building, exclusive of all taxes. complete for finished item of work. The item shall carry a warranty period of 3 Years ( 36 months) from the date of supply

Supply, delivery at site Plastic Chair of standard size of standard make with arms. The total cost of unit shall include cost of all materials, manufacture, transportation to site including loading, unloding and assembling charges at different floor levels of the building, exclusive of all taxes, complete for finished item of work. The item shall carry a warranty period of 3 Years (36 months) from the date of supply

Supply, delivery and assembling the site 'S' Type Chairs with arms: Seat and back nylon cane netted, seat and back frame made of CR Tube/wooden 25.4mm, 1.22 mm thickness. Seat size 46 cm x 46 cm back size 46 cm(W) x 50 cm (H), back is (Curve model) back size 46cm/38cm excluding gap The understruture assembly is a cantilever type frame made of CR Tube dia 25.4 cm 14 guage 2 mm thickness arms shall be of injection moulded foam poly propylene hands with PVC bush. Steel should undergo pre treatment process viz, degreasing, pickling, phosphating etc for rust resistance and durability as per IS std 3618 1996. Epoxy polyster powder coating plain mat brown as per IS 101. The total cost of unit shall include cost of all materials, manufacture, transportation to site, assembling at site including loading, unloding and assembling charges at different floor levels of building, exclusive of all taxes, complete for finished item of work. The item shall carry a warranty period of 3 Years (36 months) from the date of supply

Sup ply. delivery and assembling at site Almariahs (Plain model Storewell) of size:J.1980 x900x450 mm, as shown in the drawing with the following, Specification : Sto re well shall be 4 nos. Fixed shelves of inside shelves size 878 lx 420 top bottom LH and RH side and back all parts CR sheet 1 mm th ickness ' wit h mounting. Die cast recess type handle with 3-way locking mechanism shou ld be provided wit h levelers. Mild steel as raw material should be used, cold rolled close annealed steel used for thickess 0.6 to 1.2 mm range as per IS - 513 1994( reaff irm ed in 1998). Grade 'D' or " DD' quality. Chemical composition, t ensile proper t ies, bend rest, surface, flatness, hardness as per IS- 14 513 1994. Hot rolled steel used for thickness 2.0 to 3.15mm range as per IS- 1079 1994 'D'quality or IS-10 748 19 95 Grade -II. Chemi cal compos ition, tensile properties, bend rest, surface fl aws, roll mark, dent & lines etc. Pain ting shall be epoxy powder coated paint 55 microns. The tot al cost of unit shall include cost of all materials, manufacture, t ransportat ion to sit e, assembling at site including loading, unloadin g and assembling charges at different floor levels of the building, excluding other taxes TS VAT, AP CST and dut ies etc., comp lete for finished item of work. The item shall carry a war rant y period of 3 Years (36 months) from the date of supply.

Supply & Placing Dual Desks for The overall dimensions of desk will be W 1066mm x D 930mm x H 780mm (For table top).The seating bench height shall be 452mm. The desk shall be manufactured as per the specifications mentioned below: 1.Table top shall be made up of 18.0 mm thick plywood(tolerance as per IS 303) of MR grade OSL(one side shall be laminated, and other side shall have balancer finish). Table top dimensions shall be W 1015.20 mm x D 380.0 mm. Edge towards bench shall be post formed with round edge. The remaining three edges must be sealed with 2mm thick PVC edge banding tape. Edge band must be trimmed on edges and corners. Make of Plywood : Greenply / Century / Kitply Make of laminate & balancer : Marino /Greenlam /ASIS /Century. 2. Side frame structure: Made of CRCA press-formed section having two Nos of 50mm x 25.4mm rectangular Pipe sect ions 1.2mm thick and joined by “C “channel of size 65mm x 25.4mm x 25.4mm and 1.2mm thickness and MIG Welded to rectangular pipe of 25.4 mm x 50.0 mm x 1.2mm thickness (890mm Bottom length) by using extra stiffeners of C-section made up of 62.60mm x 25mm x25mm & 3.0 mm thickness sheet and 100mm long. Side frame structure top 50mmx25.4mm x 1.2mm rectangular pipes covered with CRCA SHEET 165MM X 134.60MMX1.2MM INCLUDING TOP FOLDING, AND 105MMX161.20MMX1.2MM INCLUDING top & bottom folding and 110mm x 137.2mm (average) x1.2mm including top & bottom folding as per drawing appended.Make for CRCA sheet ESSAR /TATA/ SAIL /JINDAL.proposed desk should be ROHS certified from INTERTEK/UL. valid certificate to be submitted along with the bid. 3. Seat and back rest frame structure: Made of CRCA press formed section having two no's of 50mm x 25.4mm Rectangular pipe sections 1.20mm thick and joined by C-channel of size 65mm x 25.4mm x 25.4mm and 1.20mm thickness and MIG welded to pipe at the bottom and on top welded to MS pipe of 25.4mm diameter and 1.20mm thickness. Seat, Back Rest & table top are supported by 8 numbers of stiffeners with MS Tube of 25.4 mm x 25.4mm x1.2 mm thickness square Pipe section (each of length 1015.20mm) MIG welded to side frames at relevant locations. Square pipe of size 20.0 mm x 20.0 mm x 1.2 mm thickness and 100.0 mm long shall be welded to the frame to hold the horizontal supports. Raw materials of MS tubes shall be from ESSAR /TATA/ SAIL/ JINDAL. 4. MS Rectangular Pipe sections of dimensions 50.0 mm x 25.40 mm x 1.2 mm thickness shall be closed with PPCP (Poly Propylene Copolymer) cap at both the ends. Pipe diameter 25.4 mm x 1.2 mm thickness shall be closed with PPCP cap at back side and under the seat. 5. Upper modesty panel and shelf shall be made of 0.8 mm thick CRCA sheet. The dimensions for upper modesty panel shall be H 175.0 mm x W 1015.20 mm x D 23.0 mm. The dimensions of shelf shall be W 1015.20 mm X D 300.0 mm X H 23.0 mm. The shelf shall have vertical partition at the center. This partition shall be made up of square MS Pipe having size 25.40 mm x 25.40 mm x 1.2 mm thickness. Stiffeners of MS pipe having sizes as 20.0 mm x 20.0 mm x1.2 mm thickness shall be provided in upper modesty panel. And shelf front fascia of upper modesty panel of desk shall have embossed design. The corners of shelf (projecting towards the seating bench) shall be rounded through corner-forming technology (without welding) to avoid injury in case of accidental impact. The thickness of sheet of shelf shall be 0.80mm. 6. Additional lower modesty panel having size H 150.0 mm x W 1015.20 mm X D 23.0 mm shall be made up of 0.8mm thick CRCA sheet with designer square perforations. Stiffeners of MS pipe having size 20.0 mm x 20.0 mm x 1.2mm thickness shall be fixed across the length at the bottom side of lower modesty panel. 7. Seat and back rest shall be made of 18mm thick plywood of MR Grade OSL (one side shall be laminated and other side shall have balancer finish) except back rest. Back rest shall have both sides colour lamination. Technical details of seat and back rest are mentioned below: Seating bench dimensions shall be W 1066.0 mm X D 300.0 mm: Front side shall be rounded with post forming. Remaining three edges shall be sealed with 2mm thick PVC edge banding tape. 7.1 Back rest dimensions shall be W 1066.0 mm x D 250.0 mm: Upper side shall be rounded with post forming. Remaining three edges shall be sealed with 2mm thick PVC edge banding tape. 7.2 Seat and back rest shall befitted to the frame with MAZAK self Tapping inserts (Make: ebco/HETTICH) of size M6 x 13mm. 7.3 Leg space between top and seat shall be 150mm. 8.0 Bag/bottle hooks shall be made of CRCA sheet. The overall size of hook shall be 135 mm x 25.4mm x3mm ,(80mm+23mm+32mm) It shall be welded on inner facia of both the vertical press-fitted steel sections. 9. The MIG / Spot welding shall be done as per technical requirement. 10. All metal components shall be powder coated in satin finish with pretreatment process. Powder coating shall be tested and certified on following parameters from NABL Accredited/ Government Laboratory, Valid certificates/ test reports to be submitted along with the bid. 10.1 Adhesion test: EN ISO 2409 (2 mm). 10.2 Impact resistance test: ASTM D 2794 (5/9' ball) on applying 180 kg of impact load. 10.3 1000 hrs. humidity test as per ISO 6270. 10.4 Salt spray {FOG} test: 1000 hours as per ASTM B 117. 10.5 Cross Hatch Adhesion test as per ASTM: D3359. 10.6 Conical Mandrel Test as per ASTM: D522. 10.7 Scratch Test as per IS:101-1964 by applying 2 kg load. Laminate sheets Makes & color codes. The itemshallcarry a warranty period of 5 (Five} years from the date ofsupplv & fixing.