Whitefield-Major upgradation/ Modernization of infrastructure at SGWF goods Shed including Electrical works (Composite work)

B-Earthwork Items

D-Concrete works & other bridge Items

E-Supply of reinforcement steel

K-Electrical Items

Manufacturing ,Fabrication,assembling ,erection, testing , commission and Supply of 5 16SWG CRCA Sheet panel Comprising In coming 400A 4P MCCB -01 nos, 250A MCCB 4PMCB-05Nos , 125 A -MCCB 4P-04 Nos ,63A MCCB FP4 Nos along with Suitable Incoming size Aluminium bus bar, MFM,EFR,OCR, Three phase indicator with IP65 protection.

Manufacturing ,Fabrication,assembling ,erection, testing , commission and Supply of 16SWG CRCA Sheet panel Comprising FP 160A MCCB -01 Nos, suitable Incoming size Aluminium Bus bar, and MCB DB 32A -06Nos, FP MCB-63A-6Nos with IP65 protection.

Manufacturing ,Fabrication,assembling ,erection, testing , commission and Supply of 16SWG CRCA Sheet panel Comprising FP 125A C -01 Nos, 63 -04 Nos with Suitable Incoming Size Aluminium Bus Bar, MFM, EFR, OCR, Three phase indicator with IP65 protection.

Transportation, laying,testing andcommissioning of LTUG cable 4 Core x 240 sq.mm as per specification (Cable will be supplied by Railways at Stores of SSE/Ele/CN/BNC

Transportation, laying,testing andcommissioning of LTUG cable 4 Core x 120 sq.mm as per specification (Cable will be supplied by Railways at Stores of SSE/Ele/CN/BNC

Transportation, laying,testing andcommissioning of LTUG cable 4 Core x 70 sq.mm as per specification (Cable will be supplied by Railways at Stores of SSE/Ele/CN/BNC

Transportation, laying,testing andcommissioning of LTUG cable 4Core x 50 sq.mm as per specification (Cable will be supplied by Railways at Stores of SSE/Ele/CN/BNC

Transportation, laying,testing andcommissioning of LTUG cable 4 Core x 25 sq.mm as per specification (Cable will be supplied by Railways at Stores of SSE/Ele/CN/BNC

Transportation, laying, testing and commissioning of LTUG 4Cx16 sqmm as per specification (Cable will be supplied by Railways at Stores of SSE/Ele/CN/BNC

Excavation of LT cable trench 0.3m width, 1m depth in any type of soil including refilling the trench along with supply and laying of 90.9mm x 76.5mm size HDPE Pipe, PE 80, PN 6 category (without brick and sand)

Excavation of LT cable trench 0.3m width, 1m depth in any type of soil including refilling the trench along with supply and laying of 110mm size HDPE Pipe, PE 80, PN 6 category (without brick and sand)

Excavation LT cable trench 0.3m width, 1m depth in any type of soil including refilling the trench along with supply and laying of 50mm dia (OD) HDPE Pipe PE 80, PN 4 category (without brick and sand)

Trenchless cutting to cross the cable across the track / road, duly supply and provided with HDPE pipe of size 90.9x76.5mm to pull LTUG cable as per instruction of Engr-in-charge

Trenchless cutting to cross the cable across the track / road duly provided with 5 110mm (OD)/125mm HDPE pipe PE 80, PN 6 category to pull upto 4cx240 sqmm LTUG cable (scope includes cutting charge and cost of HDPE pipe with laying. But charge for laying of cable is not included)

Supply ,erection,testing and commisioning of SPN MCB DB 18 way double door type suitable to accomodate FPMCB - 63A- 1Nos, FPRCCB 30ma-63A-1 NoDPMCB - 32A - 2 Nos and SPMCB 16A-6 Nos with phase indicator

Supply and fing of 12 Way MCB DB Consisting 32A DP ELCB and 32A Dp MCB, 16 A DP-2 Nos and 10A Dp -02 Nos

Supply and fixing of wall mounting fan of 450mm sweep with all necessary accessories complete.

Supply and fixing of 28 Watt, BLDC fan of 5 star rating to work on 230V AC 50Hz, Energy saving BLDC fan 1200mm ceiling fan with remote control (Atomberg Gorilla Efficio), as per detailed technical specification

Supply and Fixing of 40 Watt , 230 Volt AC supply ,50 Hz batten type aluminium 5 extruded 4 feet LED light fitting along with lamp & driver with all connected materials( Ceiling rose, round block,screws,guttas ) for fixing as per site condition conforming to specification No.SWR /LED LIGHT FITTING(Indoor/Out door)/011-2016 dt 18.04.16.

Supply and fixing of LED light fitting 2 ft. x 2 ft. 36 W recess mounting type fitting with driver circuit as per specification SWR /LED LIGHTFITTING(Indoor/Out door)/011-2016 dt 18.04.16

Supply & fixing of 18 Watt LED sleek surface mounted type down light fitting along 5 with lamp & driver, proper clamping arrangements based on site condition with all connected materials conforming to Specification No.SWR /LED LIGHT FITTING(Indoor/Outdoor)/011-2016 dt:18.04.16

Supply and fixing of 300mm sweep exhaust fan single phase 4 pole propeller type as per specification

Supply and fixing of modular type Exhaust fan of sweep 150mm including clamps and all necessary accessories for fixing

Supply and fixing of PVC conduit pipe 20mm dia, wall thickness 2mm, +/- 0.2mm grey in colour

Supply and fixing of PVC conduit pipe 25mm dia wall thickness 2mm +/-0.2mm grey in colour

Supply and connecting of wires of materials for running main from MCB distribution board to SDB with 2 runs of 2.5 sqmm multi stranded PVC insulated copper wire for phase and neutral and 1 run of 1.5 sqmm copper wire for earth continuity (Scope does not include conduit)

Supply and connecting of wires for circuit main from meter board to MCB distribution board and power plug wiring with 2 runs of 4 sqmm multi stranded PVC insulated copper wire and 1 run of 1.5 sqmm copper wire for earth (scope does not include PVC conduit / casing and caping)

Supply and fixing of modular flush type unbreakable box with cover frame and inner plate for switch board of 12 module

Supply and fixing of modular flush type unbreakable box with cover frame and inner plate for switch board of 8 module

Supply and fixing of modular flush type unbreakable box with cover frame and inner plate for switch board of 4 module

Supply and fixing of modular flush type unbreakable box with cover frame and inner plate for switch board of 3 module including for power socket board

Supply and fixing of modular flush type unbreakable box with cover frame and inner plate for switch board of 6 module

Supply and fixing of modular flush type unbreakable box with cover frame and inner plate for switch board of 2 module

Supply and fixing of modular multi pin socket 6A capacity with separate switch with indicator

Supply and fixing of modular multipin socket 6/16A capacity with separate switch

supply and fixing of 25mm wide PVC doublelocked casing andcapping with tee bendsetc

Supply, fixing and commissioning of Outdoor type MCCB DB consisting 250A FP B-01 Nos and 63A MCCB FP-04 Nos with Suitable Bus Bar and MCB FP-63A-03 Nos and MCB DP 32A-06 Nos

Supply and wiring of 4 runs of 10 SQmm multistranded PVC insulated Copper wire (FR) and 1run of 6sqmm copper wire (FR) with colour codes as per specification

Supply and running of point wiring with 3 runs of 1.5 sqmm multi stranded PVC insulated copper wire for Light and fan points scope includes modular type switch and 2 way ceiling rose as per approved make (scope does not includes PVC conduit/ casing and caping)

Supply and fixing of LED decorative light with 9W lamp with driver circuit with all accessories similar to Havells make model GOBLETO WL 1LS E27 GLD

Pipe earthing arrangements as per specification

Supply and fixing of GI Strips 25x3mm with accessories

Supply and Fixing of 2way switch

Supply and fixing of dingdong calling bell with bellpush - 2 Nos. of 1.5 sqmmPVC insulated strandedcopper wire for wiring

Supply and Fixing of Submersible pump set 3-Phase suitable for bore 150 mm discharge 310 LPM, 130 mtr head, 15 HP/11KW BEE approved 3 star or above rated similar to Make- Duke(Model no-DSP 6RF 100-15 HP),KSB,CRI,CG or equivalent.

Erection of 1.5/2 ton split AC inverter type 5 star rating working on Single phase 5 supply with features of cooling with mosquito away similar to LG make model No.BSA181 MA along with fabrication and supply of MS brackets for mounting outdoor units including installation and commissioning of AC plant with all accessories (AC 1.5/2 Ton Supplied by Railways at Stores of SSE/Ele/CN/BNC)

Supply and laying of circuit wiring 2 Run of 6 Sqmm and one run of 2.5 Sqmm multi stranded PVC insulated copper wire (FR) with colour codes for earth as per specification (scope does not include PVC conduit / casing and caping)

Releasing and Re-Fixing of AC and UPS and other accessories.

Releasing and handing over existing of Light, Fan, Wiring Materials, DBs, Main Pannel MCCB DB and other accessories.

Supply and fixing of Electric Water heater 25 Ltrs Cap Stationary type ( 5 Star ), 1.5 KW Closed /Vented type Geyser with allconnectedmaterials andworks

Fabrication, Supply and erection of hot dip galvanised octagonal pole 9.0mtr. long 5 made of 3mm thick sheet,top 70mm A/F and bottom 155mm M/Fwith single arm /double arm bracket each 1000mm long to fix street light luminaire with foundation bolt with suitable base plate and in built junction box with strip connector, cut out and all accessories for street light pole to fix on as per detailed specification.

Supply and Fixing of High Bay LED Luminaire 150W (IP 66) with its driver/associated accessories

Design, fabrication, assembling and supply of 16 m high mast system with its accessories. Mast shaft shall be in two sections, hot dip galvanized and suitable for wind velocity as 5 per IS 875 part 3. It shall also include accessories for high mast including head rame, steel wire rope 6mm dia (7/19 construction) double drum winch, galvanized lantern carriage arrangement suitable for 8 luminaires symmetrically and its control gear boxes and lighting panel and with twin dome aviation lights. The mast shall have an integral power tool system. Luminaires wiring materials not includes in the mast supply price and as per specification

Supply and fixing of 80W LED high bay luminaire

Supply and installation of GI cable tray of 150mm width x 50mm depth x 1.6mm thickness with all accessories and allied works as per specification 1428446.0

Supply ,erection testing and commissioning of 3Way RMU with DAS specification as suggested by ESCOM AEE.

Provision of cable route indicator with supply of RCC cable marker as per specification. The engraved lettering of the cable marker shall be, 33 KV / 11 KV /LT CABLE, erection 5 shall be digging of pit to a depth of 800mm of size 300mm x 300mm and casting of concrete foundation of size 300mm x 300mm x 300mm with RCC cable marker casted as single unit and marker shall be placed vertically with lettering portion above GL (remaining below GL) and refilling the pit, as per the instruction of Railway representative at site

Supply of foundation bolts manufactured from special steel along with nuts, washers, anchor plates and templates suitable for 16 m high mast as per specification

Supply of integral flood light LED luminaire 300 watts (IP.66) with its driver / associated accessories for high mast application as per specification

Design and casting of suitable shallow foundation with M - 20 concrete for high mast considering the site as 10T / Sqmm at 2 mtr. depth with all material labour as per specification

Erection and commissioning of the 16m high mast with the help of suitable equipments and wiring of luminaries with all materials and labour including fixing of fitting etc.,

Installation of control panel on suitable foundation including all material and labour for high mast

M-M-Non DSR & Non USSOR Items

Supplying and fixing brass with CP coated Health faucet jaquar or similar make of approved quality as approved by Engg. In charge

Selection of Suitable site for Drilling bore well/tube well by electrical resistivity method for all diameters

Drilling of bore well for specified depth in all types of soil and rock mechanically with all contractor's tools, plants, material and labour up to 75 meters For 150 mm dia

Extra over 75m drilling for 150mm dia

Supply and fixing 5HP to 7HP pressure motor (KIRLOSKAR OR BAJAJ OR SIMILAR) for 4 sufficient floor for sprinklers and water irrigation with all necessary accessories required length of earthing etc., with all contractors materials, labor, tools and plants, equipment, machinery, transportation to site work etc., complete as per the direction of the Engineer-in-charge of the work.

Supply and fixing 20mm to 12mm reducer fittings bush for nozzle and sprinkier fittings and cupilings with inner bras threading CPVC of ashirvad make or similar brands as per specifications with all contractors materials, labor, tools and plants, equipment, machinery, transportation to site work etc., complete as per the direction of the Engineer-in-charge of the work.

Supply and fixing HDE pipe of 10mm dia (of amba agro, bhavya or similar make and 4 quality) for DRIP IRRIGATION SYSTEM for making additional dividing joints and split for supplying of water per points as required by plants and tree placement as per specifications with all contractors materials, labor, tools and plants, equipment, machinery, transportation to site work etc., complete as per the direction of the Engineer-in-charge of the work.

Supplying and fixing POP UP sprinklers of 16 to 18mm dia (of jain irrigation or k-rain 4 or similar quality and make) for long and short distance spraying of lawns and grass bed's as per specifications with all contractors materials, labor, tools and plants, equipment, machinery, transportation to site work etc., complete as per the direction of the Engineer-in-charge of the work.

Supply and fixing PC drippers (k-drain manufacturers or similar) for DRIP IRRIGATION 4 SYSTEM as per specifications with all contractors materials, labor, tools and plants, equipment, machinery, transportation to site work etc., complete as per the direction of the Engineer-in-charge of the work.

Supply, installation, testing and commissioning of MS bar screen of size 0.5 m x 1m 4 height made from MS flats 20 x 6 mm bars spaced at 10 mm center to center to and MS raker arm for manual operation, epoxy painted over a coat of red oxide primer inclined at 45 deg. to the vertical etc., complete

Supply, erection, testing and commissioning of RAW SEWAGE Submersible to transfer raw sewage from collection sump to aeration sump. Duty : 166 Cum/hr @ 10 - 12 m head.

Supply, erection, testing and commissioning of COARSE PORE DIFFUSERS of 90mm dia x 1000 mm long capable of diffuse 12 m3 / Hour air at the bottom of tank, withstanding of air and water pressure, having PVC pipe support, end cap, fittings, etc., complete.(Unit :Each Lot)

Supply, erection, testing and commissioning of FINE PORE DIFFUSERS SSI/Southren Cogen make 90 mm dia x 1000 mm long capable of diffuse 12 m3 / Hour air at the bottom of tank, withstanding of air and water pressure, having PVC pipe support, end cap, fittings, etc., complete.

Supply, erection, testing and commissioning of AIR BLOWERS with motor, pulleys, filters, silencer, base plate etc., Duty: 120 m³/hr @ 5000 mm water column.

Decanter Mechanism

Supply, installation, testing and commissioning of Sludge Transfer Pumps of horizontal, centrifugal monoblock type, Kirloskar or equivalent make. Duty: 3m3/Hr @ 12 m head..

Supply, erection, testing and commissioning of FILTER FEED PUMPS pumps of horizontal, centrifugal monoblock type, Kirloskar or equivalent make. Duty: 3.5 Cum/Hr @ 30M Head.

Supply , Erection , testing and Commissioning of MS Pressure Sand Filter OF SIZE 4 1800 mm comprising of 6 mm thick M S Plates for dished ends and shells, perforated under drain plate of 10 mm thickness, Self supporting legs , backwash tray, polystyrene strainer for under drain, filter media, of sand gravel, MS front facing pipe tree with CI Valves, Gauges etc inside painted with anticorrosive black paint and outside with red oxide primer and tested to 50 PSI Pressure.

Supply , Erection , testing and Commissioning of Activated Carbon Filter of Size 800 4 mm comprising of 6 mm thick M S Plates for dished ends and shells, perforated under drain plate of 10 mm thickness, Self supporting legs , backwash tray, polystyrene strainer for under drain, filter media, of sand gravel and carbon MS front facing pipe tree with CI Valves, Gauges etc inside painted with anticorrosive black paint and outside with red oxide primer and tested to 50 PSI Pressure.

Supply, erection, testing and commissioning of automatic CHLORINE DOZER 4 comprising of 100 ltrs. FRP tank for sodium hypo chlorite solution, for regulating the chlorine dosage and to ensure residual chlorine in the treated water. Capacity : 4 LPH

Ultra Violet System, capacity 6.0 Cum/Hr

Electro Magnetic flow meter

Final treated water pump 2lps at 30m head

Supply, erection, testing and commissioning of INTER PLANT PIPING between various units which shall include all necessary pipes, specials, inserts, controls, etc., The pipes and fittings shall be of UPVC rated to 10kgf/sqcm. The pipe size shall be of 75mm dia (Unit : Each Lot )

Supply, erection, testing and commissioning of MCC PANEL with all electrical, including cabling, earthing, push buttons etc., complete for auto control operations of various pumps and units.

Supply erection , testing and commissioning of automatic Hydraulic closing mechanism filter press suitable for handling sludge , cast iron /MS body grade FG 20 with suitable no of Polypropylene plate etc complete Including SINGLE SCREW DOUBLE STAGE PUMP

Desing and drawing of total STP with 3 copys of dwg duly test check by the third party( Unit:Each Lot)

"Supply and fixing stianless steel letter 6"" as directed engineering in charge. LOA no. 00842010056495 dt: 1.06.2022"

Boundry wall with 1800mm high wall and 800 mm high grill including 2100mm high 4 steel gate at every 100 mtr. precast rcc wall in m40 grade comprising I shaped column of size220x220mm post at every 2500mm fixed in ground 100 mm thick wall. AS PER DRG NO. RDSO/WKS/2017/2 SHEET 3 OF 4.

Supplying & fixing wind driven rotary turbin ventilators having effective throat diameter of 600mm, ventilater outer dia 700mm, no. of vanes 37 and weighing approximately 4.5kg excluding the weight of base flashing polycarbonate sheet, fixing it to existing work shop shed galvalume sheet roofing with base matching to the existing sheet in profile. The shaft shall be of 4 stainless steel, other components are of aluminium grade AA1100 including rivets and other accessories, zinc plated steel screws, bolts and nuts and sealed and lubricated steel top and bottom bearings. The fixing is to be done at work shop shed roof at a height of approximately 14-16m. The cost is inclusive of all materials sealant to make the gaps leak proof, labor, plant, scaffolding, safety and equipment arrangements, transportation, taxes etc. complete as directed by the Engineer-in- charge.

Complete structural design for foundation design based soil investigation report, existing structures, preparation and getting approval of working drawings, detailed service drawings and completion drawings for the construction of sheds/service buildings as per tentative General.

Design of sub-structure includingfoundation for bridges (water waybridges/ROB/RUB including majorbridge) as per latest loadingstandards for a single line BG trackbased on soil investigation report,preparation of detailed structuraland working drawings with barbending 4 schedule. Design to bedone by recognised/reputedconsultant and proof checked byanother recognised consultant likeIIT, Stup consultants etc.,submitting approved drawings on atracing film/latest tracing materialand compact disk along with 6copies of final working drawings,structural drawings and designscalculations with contractors labour,tools, plants, etc., and as directedby Engineer-in-charge. Note: (i)Soil investigation will be paidseparately under the relevant item.(ii) Necessary field details to becollected from site by the tenderer."

Design of super-structure forbridges (water waybridges/ROB/RUB including majorbridge) as per latest loadingstandards for a single line BG track,preparation of detailed 4 structuraland working drawings with barbending schedule. Design to bedone by recognised/reputedconsultant and proof checked byanother recognised consultant likeIIT, Stup consultants etc.,submitting approved drawings on atracing film/latest tracing materialand compact disk alongwith 6copies of final working drawings,structural drawings and designscalculations with contractors labour tools, plants, etc., and as directedby Engineer-in-charge.

COMPLETION DRAWING:Preparation and submission ofGAD/Completion drawing for theMajor bridges/ROBS/RUBs based onsoil exploration and water waycalculation for fixing suitable 4 spanas per RDSO design and drawing inAutoCAD on 100micon film doublemat finish as per Railway standardapproved by the Engineer-in-chargeto specified scales includingsubmission of check print for proofcheck to incorporate suggestedcorrections and modifications andsupply final copy in compact diskand 6 copies in ammonia print in A0size with all contractor's materials,labours, tools, plants etc.,complete. Running

Excavation along the alignment ofsignalling cable/OFC/power cablecarefully and exposing the samewithout any damage, andexcavating the new trench alongthe railway alignment 4 or along thealignment as specified by therailway Engineer-in-charge, layingor removed cable, filling up allcomplete with sand and laying alayer of brick with contractor's ownmaterial, tools and plants etc., asdirected by the Engineer-in-charge.NOTE:- 1 In case the cable isdamaged cost of restoration andthe cost of cable will be recoveredfrom the contractor. The decision ofthe railways with regard the cost tobe recovered will be final.

Plotting initial levels: Computer Plotting of the theoretical cross section profile based on the initial levels of ground, recorded in the level books for cuttings/embankments at intervals of 4 25m or less including computation of the oritical profile/quantities duly deducting quantities for bridges and any other structure not requiring execution of earthwork in A4 size sheet with contractor's material, man power, consumables, tools and plants etc., and as directed by Engineer- in-charge. Note: i) Plottings and calculations are to be submitted to Railway in 3 sets. (ii) One cross section in one A4 size sheet is required.

Description: Preparation and submission of Master plan/Key plan/Concept plan based on the LiDAR/Drone data and other details collected at site, duly indentifying the type of 4 bridge(ROB/RUB) and feasibility of limited use submway duly showing the drainage arrangement, diversion of road/rail traffic while execution of ROB/RUB as per the suggestions and directions of the concerned departments and as directed by the Engineer- in-charge including the cost of all materials, tools plant and labour etc. complete ( UNIT: EACH ROB/RUB).

Plotting FINAL levels:Computer Plotting ofthe theoretical crosssection profile basedon the initial levels ofground, recorded inthe level books forcuttings/embankmentsat intervals of 25m 4 orless includingcomputation oftheoriticalprofile/quantities dulydeducting quantities for bridges and anyother structure notrequiring execution ofearthwork in A4 sizesheet with contractor'smaterial, man power,consumables, toolsand plants etc., and asdirected by Engineer-in-charge. Note: i)Plottings andcalculations are to besubmitted to Railwayin 3 sets. (ii) Onecross section in oneA4 size sheet isrequired.

Providing and fixing Stone Pillars of Size 1300x250x250mm along the proposed land boundary and for Benchmarks as per terms of reference & relevant provisions of Indian Railways directed by the Engineer-in-charge on straight and curves as per Scope of Work & Technical Specifications with Contractors' own materials, tools and plants; including all leads and lifts, transportation, making own service roads for leading of stones & materials and crossing of track etc.; including all taxes and royalties complete; including painting, marking the pillars at site; The rate includes the cost of all materials including erection of stones etc., Location of Stone pillars.1) Erection of boundary pillars at every 50 mts interval or at every change of location of boundary, 4 which eever is less with 700mm projection above the ground level and 600mm below GL at earmarked location, embedding in CC(1:4:8) of 400x400x700mm size base concrete, duly marking the distance of the centre line of proposed line from the boundary.2) Bench marks should be marked with 700mm projection above the ground level and 600mm below GL at earmarked location embedding in CC(1:4:8) of 400x400x700mm size base concrete, at intervals of not more than one kilometre along the line and at sites of important bridges, duly marking BM Number / Value / Chainage. In every case the position chosen for a bench mark should be such that it can be conveniently referred to during construction and is, at the same time, not liable to be interfered with during the progress of construction. 3) Boundary pillar / Benchmarks Pillars are to be painted with RED paint for identification and markings in white or black paint. 4) Boundary pillars are to be painted with boundary distance and direction of increase/decrease of width. 5) 'SWR' has to be engraved on all types of pillars and painted with white or black paint.

Vertical glass panel. Supply of laminated glass panels with 6mm thick clear float Heat 4 Strengthened Glass + 1.52mm thick PVB lamination + 6mm clear float heat strengthened glass with 60 percent grey ceramic frit pattern on the side/front panel systems. All laminated glass shall be powder coated to give high durability, the finish shall conform to AMMA 2604 and the coating thickness shall be 65 to 80 microns and colour as specified. The rate includes provision of secondary line of aluminium profiles placed above the structural steel. The rate also includes supply and fixing of the secondary line of aluminium profile to the steel structure including all materials and SS screws with single direction anchoring, complete. All the aluminium profile shall be extruded using structural grade aluminium alloy 6062 T 6. The rate shall include supply and application of structural and weather sealants, spacer tape, backer rods, etc. all complete as per specifications and approved drawings. The rate shall be applied on laid area of panels."

Supply and fixing HDPE pipe of 20mm dia (of amba agro, bhavya or similar make and 4 quality for DRIP IRRIGATION SYSTEM for making additional dividing joints and split for supplying of water per points as required by plants and tree placement as per specifications with all contractors materials, labor, tools and plants, equipment, machinery, transportation to site work etc., complete as per the direction of the Engineer-in-charge of the work.

A1-Horticulture Items

Item Breakup - A-DSR Items

3750 mm 16.59.2 Cautionary /warning sign boards of Each 5 5559.75 27798.75 equilateral triangular shape having each 114 side of 900 mm with support length of 3650 mm SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956- 01 as approved by Engineer-in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of 16.60 suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). 115 16.60.1 Overhead informatory road signage Sqm 100 5879.9 587990 16.62 Providing and applying 2.5 mm thick Sqm 1485 747.8 1110483 road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater 116 and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. 16.69 Providing and laying at or near ground cum 210 10117.6 2124696 level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to 117 more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY 16.75 Providing and laying C.C. pavement of cum 540 9823.8 5304852 mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum 118 dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). 16.79 Providing, laying, spreading and cum 7275 2914.3 21201532.5 compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, 119 laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.80 Construction of dry lean cement concrete cum 7275 4148.65 30181428.75 sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture 120 content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge. Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed 16.91 o f sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 16.91.1 60mm thick cement concrete paver Sqm 270 1045.65 282325.5 121 block of M-35 grade with approved colour, design & pattern. 16.91.2 80 mm thick C.C. paver block of M-30 Sqm 4500 1091.5 4911750 122 grade with approved color design and pattern. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY 16.93 Providing and placing in position 100 mm Sqm 50 3081.95 154097.5 thick factory made machine batched and machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways , neat cement 123 punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads and lift, handling at site etc. all complete as per direction of Engineer-in-Charge. 17.0 SANITARY INSTALLATIONS 17.1S General Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow 17.3 arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.3.1 W.C. pan with ISI marked white solid Each 40 8006.6 320264 124 plastic seat and lid Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in 17.5 C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : 17.5.1 Single half stall urinal with 5 litre P.V.C. Each 24 12071.75 289722 125 automatic flushing cistern 17.7A Providing and fixing wash basin with C.I. Each 29 3960.55 114855.95 brackets, 15 mm dia CP Brass single hole basin mixer of approved quality and make, including painting of fittings and 126 brackets, cutting and making good the walls wherever required:-(a) White Vitreous China Wash basin size 550x400 mm with a 15 mm CP Brass single hole basin mixer 17.8 Providing and fixing white vitreous china Each 29 1683.35 48817.15 pedestal for wash basin completely 127 recessed at the back for the reception of pipes and fittings. Providing and fixing kitchen sink with C.I. brackets, C.P. brass chain with rubber plug, 40 mm C.P. brass waste complete, 17.9 including painting the fittings and brackets, cutting and making good the walls wherever required: 17.9.1 White glazed fire clay kitchen sink of size Each 5 3892.75 19463.75 128 600x450x 250 mm SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Providing and fixing white vitreous china 17.13 water closet squatting pan (Indian type) : 129 17.13.1 Long pattern W.C. pan of size 580 mm Each 10 1959.8 19598 Providing and fixing a pair of white 17.17 vitreous china foot rests of standard pattern for squatting pan water closet : 130 17.17.2 250x125x25 mm Pair 10 256.25 2562.5 17.22B Providing and fixing CP Brass Single lever Each 22 6940.75 152696.5 telephonic wall mixer of quality and 131 m a k e as approved by Engineer in charge.(a) 15 mm nominal dia Providing and fixing P.V.C. waste pipe for 17.28 sink or wash basin including P.V.C. waste fittings complete. 17.28.2 Flexible pipe 132 17.28.2.1 32 mm dia Each 29 119.55 3466.95 17.29 Providing and fixing 100 mm sand cast Each 52 53.25 2769 133 Iron grating for gully trap. Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic 17.32 moulded frame of approved make and shade with 6 mm thick hard board backing : 134 17.32.2 Rectangular shape 453x357 mm Each 26 1361.8 35406.8 135 17.32.4 Rectangular shape 1500x450 mm Each 4 2093 8372 17.71 Providing and fixing PTMT liquid soap Each 15 168.35 2525.25 container 109 mm wide, 125 mm high and 112 mm distance from wall of 136 standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. 17.72 Providing and fixing PTMT towel ring Each 26 231.95 6030.7 trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm 137 from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms. 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, and all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 18.7 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. ( Internal work - Exposed on wall ) 138 18.7.3 25 mm nominal dia Pipes Metre 360 401.55 144558 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of 18.8 pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY 139 18.8.2 20 mm nominal dia Pipes Metre 140 537.6 75264 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded 18.9 fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 140 18.9.2 20 mm nominal dia Pipes Metre 300 274.3 82290 141 18.9.3 25 mm nominal dia Pipes Metre 2250 355.4 799650 142 18.9.6 50 mm nominal dia Pipes Metre 3050 794.25 2422462.5 143 18.9.9 100 mm nominal dia Pipes Metre 1000 3271.7 3271700 18.15S BRASS FITTINGS Providing and fixing brass bib cock of 18.15 approved quality : 144 18.15.1 15 mm nominal bore Each 40 353.25 14130 Providing and fixing gun metal gate 18.17 valve with C.I. wheel of approved quality (screwed end) : 145 18.17.1 25 mm nominal bore Each 16 622.4 9958.4 146 18.17.4 50 mm nominal bore Each 15 1026.65 15399.75 147 18.17.6 80 mm nominal bore Each 4 2604.55 10418.2 Providing and fixing ball valve (brass) of 18.18 approved quality, High or low pressure, with plastic floats complete : 148 18.18.3 25 mm nominal bore Each 2 464.05 928.1 Providing and fixing gun metal non- 18.19 return valve of approved quality (screwed end) : 18.19.4 50 mm nominal bore 149 18.19.4.1 Horizontal Each 9 1371.2 12340.8 150 18.19.4.2 Vertical Each 8 1445.15 11561.2 18.19.6 80 mm nominal bore 151 18.19.6.1 Horizontal Each 3 3664.75 10994.25 152 18.19.6.2 Vertical Each 3 3855.4 11566.2 Providing and fixing C.P. brass shower 18.22 rose with 15 or 20 mm inlet 153 18.22.2 150 mm diameter Each 22 222.35 4891.7 18.23S C.I./DUCTILE IRON PIPES & SPECIALS Providing and laying S&S C.I. standard 18.25 specials such as tees, bends, collars, tapers, caps etc. (Heavy class): 154 18.25.1 Up to 300 mm dia Quintal 5 6352.4 31762 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all Per Litre 35000 11 385000 floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and 155 suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass long body bib cock of approved quality conforming 18.51 to IS standards and weighing not less than 690 gms. 156 18.51.1 15 mm nominal bore Each 47 798.95 37550.65 SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Providing and fixing C.P. brass angle valve for basin mixer and geyser points 18.53 of approved quality conforming to IS:8931 157 18.53.1 15mm nominal bore Each 20 574.3 11486 18.54S PTMT FITTINGS Providing and fixing PTMT pillar cock of 18.56 approved quality and colour. 18.56.2 15 mm nominal bore, 125 mm long foam Each 15 224.1 3361.5 158 flow, weighing not less than 120 gms Providing and fixing PTMT grating of 18.58 approved quality and colour. 18.58.1 Circular type 159 18.58.1.1 100 mm nominal dia Each 10 37.6 376 18.59S AIR VALVE & WATER METER (BULK TYPE) Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete 18.60 with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : 160 18.60.2 100 mm dia nominal bore Each 2 5468.35 10936.7 Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, 18.61 bolts, rubber insertions etc. complete conforming to IS : 2373 : 161 18.61.4 200 mm dia Each 1 12927.1 12927.1 Providing and laying D.I. specials of class 18.68 K-12 suitable for push-on jointing as per IS : 9523 : 162 18.68.1 Up to 600 mm dia Quintal 7 20009.7 140067.9 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron 18.70 Pipes including testing of joints and the costof rubber gasket : 163 18.70.1 100 mm dia pipes Joint 50 119.45 5972.5 Providing and laying S&S Centrifugally 18.72 Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 164 18.72.1 100 mm dia Ductile Iron Class K-7 pipes Metre 75 1257.8 94335 165 18.72.15 100 mm dia Ductile Iron Class K-9 pipes Metre 50 1344.6 67230 Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) 18.73 Ductile Iron Pipes of Class K - 9 conforming to IS :8329 : 166 18.73.5 300 mm dia Ductile Iron Double Flanged Metre 3000 5895.7 17687100 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff 19.35 mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 167 19.35.1 450 mm dia RCC pipes. Metre 560 2676.55 1498868 168 19.35.3 900 mm dia RCC pipes. Metre 150 5377.25 806587.5 21.0 ALUMINIUM WORK 21.1S General SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ 21.1 neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer- in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.1 Anodised aluminium (anodised Kg 50 495.05 24752.5 transparent or dyed to required shade 169 according to IS: 1868, Minimum anodic coating of grade AC 15) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for 21.1.2 fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.1 Anodised aluminium (anodised Kg 50 598.6 29930 transparent or dyed to required shade 170 according to IS: 1868, Minimum anodic coating of grade AC 15) Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminium 21.2 doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer-in- charge. 21.2.1 Pre-laminated particle board with Sqm 150 1139.3 170895 171 decorative lamination on one side and balancing lamination on other side 21.13 Providing and fixing Brass 100mm Each 86 528.85 45481.1 mortice latch and lock with 6 levers without pair of handles (best make of 172 approved quality) for aluminium doors including necessary cutting and making good etc. complete. 21.18 Providing and fixing 12 mm thick Sqm 12 5325.9 63910.8 frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic 173 floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to paid separately) 22.0 WATER PROOFING 22.1S General SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY 22.6 Providing and laying water proofing Sqm 3750 688.9 2583375 treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying:(a) after surface preparation, first layer of slurry of cement @ 0.488kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of 174 cement @1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately. For the purpose of measurement the entire treated surface will be measured. Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservoir, sewage & water treatment plant, tunnels / subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with 22.23 the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. 22.23.1 For vertical surface two coats @ 0.70 kg Sqm 700 472.9 331030 175 per sqm per coat 22.23.2 For horizontal surface one coat @1.10 kg Sqm 300 362.8 108840 176 per sqm. 23.0 RAIN WATER HARVESTING & TUBEWELLS 23.1S General Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to 23.3 IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 177 23.3.3 200 mm nominal size dia Metre 200 1113.35 222670 SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ 23.13 casing pipe, removable as per requirement, all complete for borewell of: 178 23.13.3 200 mm dia Each 4 321.15 1284.6 STRUCTURAL GLAZING ALUMINIUM 25.0 COMPOSITE PANEL 25.1S General 25.8 Design supply & installation of Sqm 350 9502.35 3325822.5 suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS- 316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2 mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi- metallic contacts, all complete to perform as per specification and 179 approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T& P,scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors,SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. 26.0 NEW TECHNOLOGIES AND MATERIALS 26.73S PREFAB/PRECAST TECHNOLOGY SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid board one side white color and other side of board laminted with PVC foil of minimum 14 micron thickness of approved design pasted with hot melt adhesive for cup boards, work stations and bathroom/kitchen cabinet etc. of required sizes comprising of virgin polymer of K value 58-60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) having 26.89 minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixing with stainless steel piano hinges/soft close clip on concealed hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. 180 26.89.2 25 mm thick Sqm 125 3889.15 486143.75 Providing and fixing of facade at all heights with extruded hollow Clay / Terracotta ventilated rainscreen tiles of height 250/ 300/ 400 mm and length of 595 mm of approved texture, design and pattern having Flexural Strength/ Modulus of Rupture of >=14 N/m2 and maximum water absorption of 10% tested as per ISO 10545-4:2004(E) and ISO 10545-3:1995 respectively in true level fixed to a supporting aluminium framework (Alloy 6063 T5/T6) consisting of vertical 'T' (for intermediates)/ 'L'(for ends/ termination)/ Tubular sections (at corners) of size 80x60x2 mm/ 40x60x2 mm/ 40x40x2 mm respectively, spaced at maximum spacing of 600 mm c/c matching to the tile vertical grid, and horizontal aluminium 'C'-clamps of size 56x25x2 mm thickness of length 150 mm at junction of tiles and of length 75 mm at wall ends/ corners fixed on top of the vertical sections at spacing of 250/ 300/ 400 mm c/c matching to the tile horizontal grid with two numbers of self- drilling / self-tapping SS screws of size 5.5x25 mm with EPDM washers. The vertical 'T'/'L/ Tubular' sections shall be fixed to the wall using HDG (hot-dip- galvanized) steel L-brackets (galvanizing thickness of minimum 80 microns) of size 110x80x6 mm at intermediate vertical aluminium profiles and of size 220x110x12 mm at outer corners and stainless steel grade 304, M10 full threaded anchor fasteners with nylon 26.92 sleeve 100 mm long (for brick work) and M8 expansion anchor fasteners 75 mm long for concrete surface, spacing of brackets to be based on a structural/ static calculation. The brackets shall be of length 175 mm at junction of two SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY vertical aluminium profiles and of length 100 mm at intermediate points of vertical profiles and shall be fixed to the vertical aluminium T / L / Tubular profiles using two numbers self-drilling/ self- tapping SS screws of size 5.5x25 mm with EPDM washers. EPDM gaskets to be fixed in between brackets and vertical profiles. The tiles shall be mounted on the 'C' clamps such that the tiles are supported at top and bottom at both ends. The tiles shall be additionally secured to the horizontal 'C' clamps using special SS clips of required size which shall be inserted and pressed into position on the 'C' clamps holding the tiles and the cut-tiles shall be glued at points to the horizontal 'C' clamps by using MS Polymer sealant adhesive. The vertical joint open groove between two adjacent tiles shall be 5 mm. The tiles and system shall be designed to resist wind load as per IS 875 (Part 3) according to different zones. The tiles shall be installed using the ventilated rain screen principle with provision for natural ventilation of the space between the facade tiles and the structural wall. The work shall be carried out as per specification, drawing and as per direction of the Engineer-in-Charge. 26.92.1 With 16 mm thickness (+/- 10%) Sqm 50 6320 316000 181 terracotta tiles of grey colour Total 395668283.68

Item Breakup - B-Earthwork Items

Using Soil Class SQ1 SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Earthwork in cutting in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, materials, plant & machinery, leading all cut spoils either to make spoil dumps or for filling in embankment with leads within 2 km on either side of edge of the cutting(s) including all lifts, ascent, descent, loading, unloading, bailing & pumping out water, if required, clearance of site and all other works incidental thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS- 0004 with latest updated correction slips and to the satisfaction of the Engineer-in- Charge. Note: (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked away from toe of embankment. (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. (iii)Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract.

In all conditions and classifications of soil cum except rock

Soft rock not requiring blasting Felling trees of girth (measured at a height of 1.0 m above ground level) including leading and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, the rates shall be doubled for trees cut and grubbed 2. Payment for grubbing shall only be made where specially ordered. 3. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower.

Girth over 30 cm and up to 60 cm

Cleaning of side drains along the track RM including disposing of muck beyond Railway boundary as per instructions of Engineer in-charge to keep drains clean and clear in cuttings etc. Total 4471294.00

Item Breakup - D-Concrete works & other bridge Items

Extra for 150mm dia. bore in hard Metre Rock/large Boulder at all levels

Taking out 100mm dia. & 450mm long Each undisturbed samples of soil from bore holes, including provision of air tight containers for packing and, labeling incl. transporting the samples to laboratory. Piston sampler shall be used for extracting undisturbed samples where necessary. Samples shall be collected as per IS:2720.

Taking out 100mm dia. & 450mm long Each disturbed samples of soil from bore holes, including provision of air tight containers for packing, labeling and transporting the samples to laboratory. Samples shall be collected as per IS:2720.

Conducting standard penetration test as Each per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge Conducting laboratory Tests on collected soil samples as per relevant IS code

Moisture Content/Dry Density

Atterberg Limits

Specific Gravity

Grain size analysis including Hydrometer Each analysis

Direct Shear Test

Natural Density

Consolidation Test

Unconfined Compression Test

Tri-axial Test Conducting Laboratory tests on collected ROCK SAMPLES as per relevant IS code

Water Absorption & Porosity

Unconfined Compression Test

Point Load Test

Modulus of Elasticity

Abrasion Testing Supplying and filling ordinary sand in between bottom plug and top plug in wells including all lead lift handling, re- handling, as a complete job as per specification and guidelines. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Using sand from other than River bed cum (This item is to be operated if suitable sand is not available in River Bed for filling

Providing and laying boulders apron on cum river bed for protection against scour with stone boulders weighing not less than 35 kg each with voids filled with spalls complete as per drawing and Technical Specification. Supplying & fixing of Anti-Skid MS / Stainless Steel chequered plates on un- ballasted deck bridge as per approved drawings, with matching grade stainless steel fasteners as directed by Engineer- in- Charge, on new bridge or replacement of existing chequered plates on old bridge including removal of old chequered plates and stacking near approaches of bridge, clear from all infringement. Note: Joints of chequered plates shall not fall in between sleepers

MS chequered plates 6 to 8mm thick on Kg new bridge Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

JCB Backhoe Loaders 3DX Plus or similar Hour with minimum 1.10 cum bucket capacity Total 1951644.71

Item Breakup - E-Supply of reinforcement steel

Item Breakup - A1-Horticulture Items