Composite work (Civil, Electrical General & OHE works) for Construction of New crossing station at Kavalande Yard at KM: 40/420 between Nanjangud (NTW) and Chamarajanagara (CMNR) stations in Mysuru (MYS)- Chamarajanagara (CMNR)Section.

B-Earth work Items

C-Supply of Cement

D-Concrete works and other bridge items

E-Supply of reinforcement

F-COE & Blanketing Items

G-Superstructure Steel Items

H-Collection & supply of Ballast

K-Electrical items

Supply, erection ,testing and commissioning of 63KVA , Transformer with all accessories with internal wiring and LT distributioin box and check meter with suitable enclosure as per ESCOM /APSPDCL standards

Transportation, Laying, testing and commissioning of HTUG Cable of size 3Cx95 sqmm as per specification (Cable will be supplied by Railways at Stores of SSE/Ele/CN/BNC

Supply and fixing of indoor jointing kit for termination of 3 core x 95 sqmm 11 KV HTUG cable

Supply and fixing of out door jointing kit for termination of 3 core x 95sqmm 11 KV HTUG cable

Supply and fixing of heat shrinkable straight through jointing kit for 3 core x 95 sqmm HTUG cable

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

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 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 erection testing and commissioning of 11 mtr Spun pole with cross and and accessories

Fabrication, assembling and supply and erection of RCC / PSCC pole 9 mtr. / 9.1 mtr long HT double pole structure for 11 KV. Scope includes 2 way cross arm, single top support, 11 KV pin insulators as per specification

Supply and fixing of 11 KV, 45 KN HT disc insulator with hardware additional qty. as required at site

Supply and fixing of gang operated switch 11 KV 200 /400 A single breakhorizontal type for 11 KVRYB phases with supportframe as per specification

Supply and fixing of 200A DOLO fuse unit for 11 KV HT RYB phases as per specification

Supply and fixing of metal oxide surge lightning arrestors. Arrestors are gapless type (9 KV 5 KVA) as per IEC 600 99-44 and IS 3070 Part (iii) lightning arrestor 11 KV rating for RYB phases with earth connection by GI flat of size 25x3 mm as per specification

Fabrication, assembling and supply of RCC / PSCC pole 9 mtr. / 9.1 mtr long HT single pole structure for 11 KV. Scope includes 2 way cross arm, single top support, 11 KV pin insulators as per specification

Supply and fixing of stay set with stay tightner, stay rod, stay clamp stay insulator stay wire etc. complete set as per specification

Construction of concrete M20 masonary plinth above ground level with plastering for compact substation with provision for HT and LT cable incoming / outgoing

Fabrication,assembling andsupply of RCC /PSCC pole 9 mtr /9.1 mtr long DP structure 9 (3.3 mtr width) with accessories, scope include 3 Nos. 11 KVdisc insulator with hardwares 2 Nos. of danger board, 2 Nos.of anti climbing device with suitable guide rails and MS channel to mountthe transformer as per specification

Erection, testing andcommissioning of DPstructure 3.3 mtrwidth for mountingof transformer and switch gear includingpainting ofhardwares and fixingof cross arms withaccessories as perspecification (costdoes not includeexcavation and CCfoundation charges)

Fabrication, assembling and supply and erection, commisioingof 9 mtr. / 9.10 mtr. long RCC / PSCC strut pole with its hardware parts and all accessories (for LT / 11 KV / 33 KV) (cost does not include excavation and CC foundation charges)

Supply and fixing of Additional HT Cross Arm

Supply of additional HT Pin insulator

Supply and fixing of additional Disc Insulator

Fixing of HT strain / pin / disc insulator with fixing accessories

Supply and stringing of ACSR Rabbit Conductor

Fabrication, assembling , supply, erection,testing and commissioning of RCC / PSCC pole, 9 mtr / 9.10 mtr. long LT single pole structure with 4 way cross arm, LT pin / shackle insulator as per specification

Earth work by excavation of pit for CC foundation to erect the HT/LT poles (for DP/SP structure) / strut pole / stay set in any type of soil (for LT, 11 KV and 33 KV category)

Back filling of pit as required for CC foundation / earth filling in trench in rocky area by using loose soil as per specification (for LT, 11 KV & 33 KV category)

Carrying / provision of CC foundation of 1 : 3 : 6 ratio for erecting portal structure / strut pole / stay set foundation including shuttering as required as per specification

Testing and Commissioning of ongrid Solar Photovoltaic Power Plant conforming to MNRE specifications as amended and as per tender conditions,consisting of Mono /PolyCrystalline silicon solar cells, net metering facility, necessary protections, earthing,mounted on GI structure of suitable strength with following components complete as required:- a) Solar Photovoltaic Module of capacity 330Wp or above manufactured in India, conforming to IS14286/IEC61215,IS/IEC61730-Part- 1,IS/IEC61730-Part-2.Solar Photovoltaic Module conversion efficiency shall not be less than 16.5%. PV modules used in solar power plants/systems must be warranted for their output peak watt capacity, which should not be less than 90% at the end of 10 years and 80% at the end of 25years. 9 b) Power Conditioning Unit (PCU)of 350-800VDC Input voltage range and 400VAC, three phase, 4wire, 50Hz +/- 2.5Hz,output voltage suitable to generate AC Power with efficiency not less than 97%, total harmonic distortion less than and 3% and suitable for ambient temperature from 0 to50 degree C. The PCU shall adjust the voltage and frequency level to suit the Grid Voltage Frequency. c) Data Monitoring System complete with accessories. d) Fixing of Array junction box & Main junction box with IP65 protection and termination arrangement for incoming and outgoing cable along with glands,lugs and other accessories etc. as required. e) Lightning and surge voltage protection. f)Connections & Interconnections by supplying & fixing required size XLPE insulated copper conductor 1.1 kV grade armored power and control cables between solar modules, main power cable to grid supply PCU unit along with supplying & fixing of necessary channel/conduit lugs and other accessories etc. as required and as per detailed specification.(UNIT:-KWP)

Pipe earthing arrangements (for LT, 11 KV & 33 KV system)

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 LT cable trench 0.3m width, 1m depth in any type of soil including refilling the earth and laying of HDPE pipe (without brick and sand)

Supply and Laying of HDPE pipe of size 50 mm of category PE 80, PN 6, ISI approved for track crossing / road crossing HT/ LT UG cable.

Fabrication, manufacturing, assembling, supply and erection of GI tubular lamp post 9 6 mtr. long with CC foundation with FRP loop in loop out box and 40mm dia GI pipe 2.5 mtr. long for taking leading in and out cable with single side cross arm bracket for fixing luminaire with accessories including CC foundation as per specification

Supply and fixing of 45W LED Street light luminaire with IP - 65 protection as per detailed technical specification/as per site condition

Fabrication, supply and fixing of timer control box with accessories consist of double 9 dial timer,contactor, DP MCB 16A - 1 No. with by pass switch and accessories fixed on 6mm thick Hi- Lam sheet enclosed in 16SWG CRCA sheet out door type powder coated box of size 600x400x250mm. as LT control panel for lights.

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 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 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 fixing of 50mm dia PVC pipe for cable raising as per specification

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 fixing of rigid PVC pipe 100 mm inner dia heavy duty as per specification for raising cable protection

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 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 6 module

Supply and fixing of plug and socket steel enclosure 20A SP (AC box)

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 2 module

Supply and fixing of crimped terminal lugs to suit 4cx16 / 4cx25 / 4cx35 / 4cx50 sq.mm LTUG cable

Supply and fixing of crimped terminal lugs to suit 4cx120/4Cx95/4Cx70 sqmm

Supply and Fixing of cable glands for 4cx120 sqmm size LTUG cable

Supply and Fixing of cable glands for 4cx16 / 4cx25 / 4cx50 sqmm size LTUG cable

Supply and fixing of 24W LED light fitting 1 ft x1 ft. (appx.) recess mounting square type fitting with Al. die cast edge lit panel with driver circuit as per specification SWR /LED LIGHTFITTING(Indoor/Out door)/011-2016 dt 18.04.16

Supply and fixing of 1x20 watts LED light batten fitting with LED lamp 4 feet long with driver circuit as per CEE/SWR specification No.SWR/LED Light fitting (Indoor / Outdoor) / 011-2016 Dt.18.04.2016

Supply and fixing of LUMENSRadar Motion Sensor 4-FeetT8 6500k Wall/CeilingMountable 18-Watt LED TubeLight (Cool White)

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

Design, supply and erection of 8W/9W Bollard type aesthetically designed aluminium 9 landscape LED luminaire / LED fitting, IP65 complete with proper concrete foundation all necessary accessories conforming to specification no. SWR /LED LIGHT FITTING (Indoor / Outdoor) 011-2016 dt. 18.04.16. Prior to the supply of light fittings approval is to be taken duly submitting sample light fittings to the concerned SSE incharge

Supply and fixing of 60W LED WP (IP - 65) street light fitting with driver circuit complete set as per CEE/SWR specification

Fabrication, assembling, supply and fixing of outdoor type meter box of size 9 800x700x300mm 16SWG CRCA sheet to accommodate 3 phase energy meter with Aluminium bus bar of size 40x5mm and 400mm long 4 Nos. and 4 Nos. CT with suitable capacity and FP MCCB - 100A - 1 No. including supply of 3 phase energy meter - 1 No. with suitable size. Meter box should be erect on suitable size of MS frame (Contractor shall collect Energy meter from ESCOM)

Erection of 1.5/2 ton split AC inverter type 5 star rating working on Single phase 9 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 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 300mm sweep exhaust fan single phase 4 pole propeller type as per specification

Supply and fixing 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

Fabrication, assembling and supply and fixing of 16 way SPN MCBDB double door 9 type with incoming 40A DPMCB - 1 No. and RCCB DP 40A ,30ma, 25A DPMCB - 2 Nos. for AC plant, 16A DPMCB for geyser - 1 No, 10A DPMCB - 2 Nos. with all accessories as per specification for running room

Supply and fixing of SPN MCB DB 18 way double door type with busbars consists of 32A DPMCB - 3 Nos. 16A DPMCB - 4 Nos. and 6A SPMCB - 3 Nos. as per specification

Supply and fixing of 8 way MCBDB with DP MCB - 10A - 2 Nos and DPMCB 16A - 1 No with all accessories

Supply and fixing of LT cable terminal sintex box of size 333x233x120mm model No.GSJB-3020 hinged door with 32A strip connector

Supply and installation of 2 KVA ( I/P - S.ph, O/P - S.ph) (floor mounted type) true online double conversion UPS system with IGBT based PWM technology with inbuilt isolation 9 transformer and having 180 mins, battery backup using using minimum 7200 VAH or equivalent sealed maintenance free batteries along with suitable MS Rack for housing the batteries. UPS shall be with NMS data card. Battery make Numeric / Exide power safe / Amaraja (Quanta make) Global (Round brand) / Panasonic / Amco / Hitachi / Luminous with all connecting accessories

supply of high density polyethylene pipe (HDPE pipe) of size 90.9mm x 76.5mm of PE-80, PN-6 ISI approved for LT cable protection as per specification

Supply and fixing of GI Strips 25x3mm with accessories

Supply and fixing of 8 SWG GI earth Wire

Supply, installation, testing &commissioning of outdoor type LED Double side Glow signboards/Pictorial signage boardswith suspension/sidemounting/wall mounting typearrangements as required.(Final dimensions will be asper site requirement)

Supply and installation of GI cable tray of 100mm width x 50mm depth x 1.6mm thickness with all accessories and allied works as per specification

Supply of electrically operated water lubricated water cooled submersible pump set 5 HP capacity 25 stages suitable to operate on 3 phase 415 V, 50 Hz AC supply as per specification

Erection, testing and commissioning of submersible pump set by jointing GI pipes with flat cable connection and provision of GI collors for pipes, clamp, valve and other accessories with allied works

Supply, fixing and commissioning of out door type DOL starter panel for submersible 9 pump consisting of 15A TP MPCB single phasing protection, dry run protection, over load, phase sequence and non reversible protection relays (similar to VSPD2 of Minilec make) as per the technical specification enclosed

Supply of submersible flat copper cable of size 3 x 2.5 sqmm

Supply of borewell clamp, cap and GI bend for the above

Supply of gun metal/non return valve

Fabrication, supply of 6/5/4 way bracket of flat size 50x6 mm, 500mm long with reel insulator,provision for fixing of bracket will be welded or bolt, nuts type as per instruction of Electrical Engineer-in-charge

Supply of 4 runs of 10 sqmm multistranded (FR) copper wire and 1 run of 6 sqmm (FR) copper wire for main supply to individual distribution boards as per specification (scope does not PVC conduit/casing and caping )

Supply and running of wiring materials for point wiring to light fittings / ceiling fans / 9 calling bell by means of 1.5 sqmm PVC insulated, multi stranded copper wire 2 runs and 1 run of 1.5 sqmm PVC insulated, multi stranded copper wire for earth continuity with colour codes including, 3 way ceiling rose, PVC round block / plate as required for shelter wiring as per specification (scope does not include PVC conduit / casing and capping)-For Platform Shelter

Supply and installation of GI cable tray of 100mm width x 50mm depth x 1.6mm thickness with all accessories and allied works as per specification

Supply and erection of CLS AT panel 63A as per RDSO spec.

Supply and fixing of single phase digital energy meter 0-40A capacity suitable for house hold. (Contractor shloud arrange Energy meter from Concern ESCOM)

L-Track Work items

M-Non DSR & Non USSOR Items

Manufacturing supplying and erecting precast RCC M-25grade concrete, drain unit 11 with / without line block in between tracks using 20mm/12mm graded stone aggrement with contractors cement, steel, formwork etc including curing as per the approved drawing to correct alignment, level and joining the drain unit with CM 1:2 with contractor, labour tools plants, materials, crane etc including all lead and lift as directed by the engineer incharge. Note: Mode of payment: i) 40% of the item rate unit will be paid for manufacturing supplying. ii) balance 60% will be paid after completion of work.

Manufacturing and supplying andFixing precast Oranamentallydesigned fencing wall withnatural stone finish surface innatural grey/terracotta red colouror any approved colour approvedby Engineer in-charge,of size1800mm x300mm of 50mmthickness ,with M30 grade 11 ofconcrete for height of 1.8m withRCC Pre-cast concrete post ofsize 150mm x100mm withgrooves suitable to fit and fix.Excavation of pit of size300x300x600mm and concretingwith CC 1:2:4 duly fixing poststrue vertical alignment and athorizontal distance about 1.8 mwith all contractors materails,labour,tools and plants,lead,liftetc complete as per DrgNo.Dy.CE/CN/HAS SK 1-2012and as directed by Engineer in -charge. (Rate incluedsexcavation of pit and concretingwith CC 1:2:4 and steel ,Wiremesh,cement and all otherMaterils )

"Providing safety barricading as per drawing No.SWR/CN/BNC/SK/165-2018/R with contractor's materials and labour including all leads and lifts complete as directed by Engineer-in- charge (100mm x 100mm x 1650mm RCC pole). Note: 1. Casting of RCC pillars shall be carried out 11 in nominated depot and submerged water curing. 2. The pre-cast RCC posts shall be transported to site duly handling carefully without causing any damage and erect it at nominated locations as per drawing duly ensuring safety of running trains. 3. Maintenance of the rope/wire. RCC pillars etc., shall be at the cost of contractor. 4. 90% payment shall be released after erecting fencing to the satisfaction of Engineer-in-charge. 5. Balance 10% will be released after certified date of completion."

Painting on steel works of foot over bridge, PF shelter, etc. w i t h two coats of 11 contractor's supply of aluminium paint to IS 2339, over one coat of zinchromate primer to IS 104 and another one coat of redoxide zinchromate primer to IS 2074,(total 4 coats) including surface preparation with tools & plants, all lead and lift, scaffoldings, labour etc., complete as directed by the Engineer-in-Charge.

Design and submission of structural design calculation and detailed drawing along with bar bending schedule for the FOB including all column foundations, gangway slab, stairway and ramp of FOB. General arrangement drawing will be supplied by the railway. Draft copies of design 11 and drawing should be given by contractor to Railways for approval and after approval only final structural drawing in tracing films along with blue print copies (10 sets) with design calculation should be supplied. Any additions, alteration, corrections advised by the Engineer-in-charge should be incorporated. NOTE: 1. Necessary field particulars has to be taken by the contractor's Engineer along with departmental Engineer-in-charge for design and preparation of foundation details

"Design and submission of architectural dawing for building or any specified building up to 2 floor includiing architedtural finishing suitable to building and also satisifying railway 11 funtional requirnment and working Note: 1)This includes submission of structural design of building and drawing. 2)Architectural design need to be given to building as per direction of engineer in charge suitable to locality/heritage/culture of the region. 3) Only skeleton of building will be given by the railways for station/quarterfunctional requirenment. (Unit: 1SQM)"

Preparation and submission of GAD/Completion drawing for the Major Bridges/ROBS/RUBs based on soil exploration and water way calculation for fixing suitable span as 11 per RDSO design and drawing in AutoCAD on 100micon film double mat finish as per Railway standard approved by the Engineer-in-charge to specified scales including submission of check print for proof check to incorporate suggested corrections and modifications and supply final copy in compact disk and 6 copies in ammonia print in A0 size with all contractor's materials, labours, tools plants etc., complete.

Supplying & fixing 3 phase multi stage 6 HP submersible pump set

Providing cantilever type water sinks o n platforms a s p e r approved drawings with allcontractor's materials with stock brick masonry using in CM 1:6 mix, plastering with CM 1 :6 mix, clading with app

Supplying, fabrication and erection of aluminum valley gutter over all 1.00 meter width, including supplying, manufacturing and fixing supports complete with contractor's own supply of all materials including cutting, drilling, bending, rivetting, weldin

Hydrological investigation of site for identifying the site suitable for drilling bore

Proof checking for structural design and drawing of foundations including all column foundation, gangway slab, stairway and ramp of FOB and details of structural/ working drawing by IISC/ Bengaluru.

"Supplying and fixing protective screens of Size 4.00m x 1.80m made out of steel conforming to IS 2062-1984 (GR-A) in three panels as shown in SO plan No. ETI/ C/0068 mod 'H' including fabricating Supplying and fixing protective screens of Size 4.00m x 1.80m made out of steel conforming to IS 2062-1984 (GR-A) in three panels as shown in SO plan No. ETI/ C/0068 mod 'H' including fabricating Manpower for watching Train movements and regulateRoad vehicle movements during execution of work and as directed by Engineer-in-charge. Rate shall inclusive of all type of taxes, levies,etc,. 3 JAlterations to Facia board including modifications to Facia board frame of IRS type or Rail type Platform Shelter to get adequate clearences of 1.61m horizantal from 11 centre line of track and 4.62m vertical from Rail level as directed by Engineer-in-charge. This item involving the following works, 1) Removing and lowering of Galvalium profile sheets in Facia board, leading and stacking the sheets / struts at nominated locations without obstructing to passengers and Railway working. 2) Alterations to Faciaboard frame/strut members to the required dimensions and refixing the same to the purlin by welding/bolting. 3) Cutting the Galvalium profile sheets to requirted size and re-fixing the same in position with contractor's supply of fixing acessories such as self tapping screws/J bolts, bitumen washers ,nuts etc, complete. 4) Painting over the disturbed portion with one coat of zinc chromate red oxide primer and two coats of aluminium paint as finishing coat. 5) Transportation of released Railway materials from the work spot to the nearest store shed of SSE/W/Br/S.W.Rly an stacking properfy at the place as directed. (All labour,materials, tools and "

Preparation of QAP ( Quality Assurance Plan) & WPS ( Welding procedure System ) for fabrication of bridge, girder ,RH relieving girder for RUBs, FOBS & inspection of fabrication.

"Preparation and submission of general arrangement drawing of FOB showing plan, elevation, section, notes and other relevant particulars based on sketches given by Railways and 11 collecting minor site details as required to appropriate scale and SIZE ABOVE AO with all ascents, descents, taxes, octrol, fees, duties, with contractor's tools and plants, consumables, men, crew, machineries and labour with all lift, etc., complete as per special conditions/spedftcations/and as directed by the Engineer-in-Charge Note 1) rate quoted is applicable for size bigger than AO. 2) In case of size of A0, A1, A2, rate at 80%, 75%, 70% will be pald."

Providing and laying Cement concrete or RCC M25/M30/M35/M40 in pre-cast for Platform wall, raft, abutment, dirt wall, return wall, wing wall, fly wing wall, retaining wall, approach slab for inspection steps, mslab for inspection path, coping slab for bridge, slab for bank slope, foott path slab, wearing course, ballast retainers, RCC railing, inspection paltform, pedestal, boxes and other miscellaneous works using well graded stone aggregatre of 20mm nominal size, 11 Transportation to site from casting yard, alunching, layong, aligning and jointing the pre-cast items including road movement upto the the nearest approachable point and short leading by rail lorry etc...Wherever required as directed by Engineer-in-charge. The rate is inclusive of cost of all men, machinery, materials and construction / repair of approach roads as per requirements for which no extra payment will be made. Payement to be released in two stages. 1. 50% on casting of precast components, 2. 45% on transportation and launching of precast components to the site, and 3. balance 5% on completion of balance works 4. Rate excluding cost of Cement & Steel work which will be paid under relavant items of Schedules.

K1-Copper items

K3-Foundation Items

K5-Non-SOR Items

35. Transporting of OHE Material

39 (a) Supply and erection of Schematic diagram and Shock treatment board - Supply only

39 (b) Supply and erection of Schematic diagram and Shock treatment board - Erection only

42. Dismantlement of Cantilever Assembly - Erection

43. Dismantlement of ATD - Erection

"47. Adjustment on bracket assemblies for lowering/raising the height of contact and catenary wires where Encumbrance is changed"

Provision of PG clamps (4 nos per Stiffener rod) and provision of stiffner rod (2 stiffener rod per Set) under FOB/ROB or under any Over line structure (Contact wire piece will be supplied by railways , PG clamps shall be supplied by Contractor ) - Supply & Erection

Provision of Replacement catenary wire with contact wire under FOB/ROB (Contact wire piece will be supplied by railways, Contact and catenary ending clamps to be supplied by contractor)

L2-Track Works (Weilding Items)

L3-Non USSOR Items

(i) Leading and dumping of Railway's stone ballast without rail traffic block from stacks collected on either side of formation in mid section / at yards at top of steep cuttings / side or bottom of high banks as directed; (ii) Spreading the ballast on the formation as per standard section and required cushion with extra width on curves and; (iii) Boxing of ballast to standard sectional profile. All of the above shall be executed with contractor's skilled personnel, tools and plant, vehicles, machinery, fuel, consumables, loading, unloading with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions and including all ascent, descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions / specifications / regulations, as directed by the Engineer-in-Charge and as per the note(s) below. NOTES: 1. This item consists of 3 stages of payment as mentioned in the sub-items. The first 3 stages are for a lead of 150 m, the next 3 stages are for a lead between 150 m and 750 m and the last 3 stages are for a lead between 750 m and 19 5000 m. Dumping shall be undertaken in these 3 stages as instructed; 2. While operating sub-items d, e and f, sub- items a, b and c need not be and shall not be operated as sub-items d, e and f are all-inclusive and not extra over sub- items a, b and c. Similarly while operating sub-items g, h and i, sub- items a, b and c need not be and shall not be operated as sub-items g, h and i are all-inclusive and not extra over sub- items a, b and c; 3. Stage - 1 i.e. dumping of ballast shall be done in two phases - a) initial spreading and b) further dumping after laying the sleepers and linking the track as directed; 4. Stage -2 i.e. boxing of ballast to the required BG standard ballast profile as per the cushion specified as per IRPWM includes finishing to the specified BG profile; 5. Payment shall be done as per stack measurement without deduction for any voids; 6. Stack wise prior written permission of Engineer-in-Charge shall be taken for dumping of ballast. No payment shall be made in case no such prior written permission is obtained by the contractor. In addition, penal action shall be taken for disturbing the ballast stacks without the permission of the competent authority of Railway; 7. The rate includes leading and lifting / lowering of ballast at the top of steep cuttings or at the bottom of high banks on either side of the bank / cutting to the formation. a. For dumping of ballast on track for lead up to 150 m

(i) Leading and dumping of Railway's stone ballast without rail traffic block from stacks collected on either side of formation in mid section / at yards at top of steep cuttings / side or bottom of high banks as directed; (ii) Spreading the ballast on the formation as per standard section and required cushion with extra width on curves and; (iii) Boxing of ballast to standard sectional profile. All of the above shall be executed with contractor's skilled personnel, tools and plant, vehicles, machinery, fuel, consumables, loading, unloading with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions and including all ascent, descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions / specifications / regulations, as directed by the Engineer-in-Charge and as per the note(s) below. NOTES: 1. This item consists of 3 stages of payment as mentioned in the sub-items. The first 3 stages are for a lead of 150 m, the next 3 stages are for a lead between 150 m and 750 m and the last 3 stages are for a lead between 750 m and 19 5000 m. Dumping shall be undertaken in these 3 stages as instructed; 2. While operating sub-items d, e and f, sub- items a, b and c need not be and shall not be operated as sub-items d, e and f are allinclusive and not extra over sub- items a, b and c. Similarly while operating sub-items g, h and i, sub- items a, b and c need not be and shall not be operated as sub-items g, h and i are all-inclusive and not extra over sub- items a, b and c; 3. Stage - 1 i.e. dumping of ballast shall be done in two phases - a) initial spreading and b) further dumping after laying the sleepers and linking the track as directed; 4. Stage -2 i.e. boxing of ballast to the required BG standard ballast profile as per the cushion specified as per IRPWM includes finishing to the specified BG profile; 5. Payment shall be done as per stack measurement without deduction for any voids; 6. Stack wise prior written permission of Engineer-in-Charge shall be taken for dumping of ballast. No payment shall be made in case no such prior written permission is obtained by the contractor. In addition, penal action shall be taken for disturbing the ballast stacks without the permission of the competent authority of Railway; 7. The rate includes leading and lifting / lowering of ballast at the top of steep cuttings or at the bottom of high banks on either side of the bank / cutting to the formation. b. For boxing to sectional profile for a lead up to 150 m

(i) Leading and dumping of Railway's stone ballast without rail traffic block from stacks collected on either side of formation in mid section / at yards at top of steep cuttings / side or bottom of high banks as directed; (ii) Spreading the ballast on the formation as per standard section and required cushion with extra width on curves and; (iii) Boxing of ballast to standard sectional profile. All of the above shall be executed with contractor's skilled personnel, tools and plant, vehicles, machinery, fuel, consumables, loading, unloading with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions and including all ascent, descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions / specifications / regulations, as directed by the 19 Engineer-in-Charge and as per the note(s) below. NOTES: 1. This item consists of 3 stages of payment as mentioned in the sub-items. The first 3 stages are for a lead of 150 m, the next 3 stages are for a lead between 150 m and 750 m and the last 3 stages are for a lead between 750 m and 5000 m. Dumping shall be undertaken in these 3 stages as instructed; 2. While operating sub-items d, e and f, sub- items a, b and c need not be and shall not be operated as sub-items d, e and f are all-inclusive and not extra over sub- items a, b and c. Similarly while operating sub-items g, h and i, sub- items a, b and c need not be and shall not be operated as sub-items g, h and i are all-inclusive and not extra over sub- items a, b and c; 3. Stage - 1 i.e. dumping of ballast shall be done in two phases - a) initial spreading and b) further dumping after laying the sleepers and linking the track as directed; 4. Stage -2 i.e. boxing of ballast to the required BG standard ballast profile as per the cushion specified as per IRPWM includes finishing to the specified BG profile; 5. Payment shall be done as per stack measurement without deduction for any voids; 6. Stack wise prior written permission of Engineer-in-Charge shall be taken for dumping of ballast. No payment shall be made in case no such prior written permission is obtained by the contractor. In addition, penal action shall be taken for disturbing the ballast stacks without the permission of the competent authority of Railway; 7. The rate includes leading and lifting / lowering of ballast at the top of steep cuttings or at the bottom of high banks on either side of the bank / cutting to the formation. c. For fully salvaging all the ballast at stack locations / that fallen in drains / side slopes of formation etc. and dumping the same uniformly in track up to a lead of150 m

(i) Leading and dumping of Railway's stone ballast without rail traffic block from stacks collected on either side of formation in mid section / at yards at top of steep cuttings / side or bottom of high banks as directed; (ii) Spreading the ballast on the formation as per standard section and required cushion with extra width on curves and; (iii) Boxing of ballast to standard sectional profile. All of the above shall be executed with contractor's skilled personnel, tools and plant, vehicles, machinery, fuel, consumables, loading, unloading with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions and including all ascent, descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions / specifications / regulations, as directed by the Engineer-in-Charge and as per the note(s) below. NOTES: 1. This item consists of 3 stages of payment as mentioned in the sub-items. The first 3 stages are for a lead of 150 m, the next 3 stages are for a lead between 150 m and 750 m and the last 3 stages are for a lead between 750 m and 19 5000 m. Dumping shall be undertaken in these 3 stages as instructed; 2. While operating sub-items d, e and f, sub- items a, b and c need not be and shall not be operated as sub-items d, e and f are all-inclusive and not extra over sub- items a, b and c. Similarly while operating sub-items g, h and i, sub- items a, b and c need not be and shall not be operated as sub-items g, h and i are all-inclusive and not extra over sub- items a, b and c; 3. Stage - 1 i.e. dumping of ballast shall be done in two phases - a) initial spreading and b) further dumping after laying the sleepers and linking the track as directed; 4. Stage -2 i.e. boxing of ballast to the required BG standard ballast profile as per the cushion specified as per IRPWM includes finishing to the specified BG profile; 5. Payment shall be done as per stack measurement without deduction for any voids; 6. Stack wise prior written permission of Engineer-in-Charge shall be taken for dumping of ballast. No payment shall be made in case no such prior written permission is obtained by the contractor. In addition, penal action shall be taken for disturbing the ballast stacks without the permission of the competent authority of Railway; 7. The rate includes leading and lifting / lowering of ballast at the top of steep cuttings or at the bottom of high banks on either side of the bank / cutting to the formation. d. For dumping of ballast on track for lead more than 150 m and up to 750 m

(i) Leading and dumping of Railway's stone ballast without rail traffic block from stacks collected on either side of formation in mid section / at yards at top of steep cuttings / side or bottom of high banks as directed; (ii) Spreading the ballast on the formation as per standard section and required cushion with extra width on curves and; (iii) Boxing of ballast to standard sectional profile. All of the above shall be executed with contractor's skilled personnel, tools and plant, 19 vehicles, machinery, fuel, consumables, loading, unloading with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions and including all ascent, descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions / specifications / regulations, as directed by the Engineer-in-Charge and as per the note(s) below. NOTES: 1. This item consists of 3 stages of payment as mentioned in the sub-items. The first 3 stages are for a lead of 150 m, the next 3 stages are for a lead between 150 m and 750 m and the last 3 stages are for a lead between 750 m and 5000 m. Dumping shall be undertaken in these 3 stages as instructed; 2. While operating sub-items d, e and f, sub- items a, b and c need not be and shall not be operated as sub-items d, e and f are all-inclusive and not extra over sub- items a, b and c. Similarly while operating sub-items g, h and i, sub- items a, b and c need not be and shall not be operated as sub-items g, h and i are all-inclusive and not extra over sub- items a, b and c; 3. Stage - 1 i.e. dumping of ballast shall be done in two phases - a) initial spreading and b) further dumping after laying the sleepers and linking the track as directed; 4. Stage -2 i.e. boxing of ballast to the required BG standard ballast profile as per the cushion specified as per IRPWM includes finishing to the specified BG profile; 5. Payment shall be done as per stack measurement without deduction for any voids; 6. Stack wise prior written permission of Engineer-in-Charge shall be taken for dumping of ballast. No payment shall be made in case no such prior written permission is obtained by the contractor. In addition, penal action shall be taken for disturbing the ballast stacks without the permission of the competent authority of Railway; 7. The rate includes leading and lifting / lowering of ballast at the top of steep cuttings or at the bottom of high banks on either side of the bank / cutting to the formation. e. For boxing to sectional profile for a lead more than 150 m and up to 750 m

(i) Leading and dumping of Railway's stone ballast without rail traffic block from stacks collected on either side of formation in mid section / at yards at top of steep cuttings / side or bottom of high banks as directed; (ii) Spreading the ballast on the formation as per standard section and required cushion with extra width on curves and; (iii) Boxing of ballast to standard sectional profile. All of the above shall be executed with contractor's skilled personnel, tools and plant, vehicles, machinery, fuel, consumables, loading, unloading with all incidental charges and in all kinds of weather conditions and site conditions including crossing of tracks wherever required duly observing all safety precautions and including all ascent, descent, taxes, duties, cess, surcharges, fees etc. completely as per the special conditions / specifications / regulations, as directed by the Engineer-in-Charge and as per the note(s) below. NOTES: 1. This item consists of 3 stages of payment as mentioned in the sub-items. The first 3 stages are for a lead of 150 m, the next 3 stages are for a lead between 150 m and 750 m and the last 3 stages are for a lead between 750 m and 5000 m. Dumping shall be undertaken in these 3 stages as instructed; 2. While operating sub-items 19 d, e and f, sub- items a, b and c need not be and shall not be operated as sub-items d, e and f are all-inclusive and not extra over sub- items a, b and c. Similarly while operating sub-items g, h and i, sub- items a, b and c need not be and shall not be operated as sub-items g, h and i are all-inclusive and not extra over sub- items a, b and c; 3. Stage - 1 i.e. dumping of ballast shall be done in two phases - a) initial spreading and b) further dumping after laying the sleepers and linking the track as directed; 4. Stage -2 i.e. boxing of ballast to the required BG standard ballast profile as per the cushion specified as per IRPWM includes finishing to the specified BG profile; 5. Payment shall be done as per stack measurement without deduction for any voids; 6. Stack wise prior written permission of Engineer-in-Charge shall be taken for dumping of ballast. No payment shall be made in case no such prior written permission is obtained by the contractor. In addition, penal action shall be taken for disturbing the ballast stacks without the permission of the competent authority of Railway; 7. The rate includes leading and lifting / lowering of ballast at the top of steep cuttings or at the bottom of high banks on either side of the bank / cutting to the formation. f. For fully salvaging all the ballast at stack locations / that fallen in drains / side slopes of formation etc. and dumping the same uniformly in track up to a lead more than 150 m and up to 750 m

M1-Non DSR and USSOR Items

Thick web switches 60 kg 1 in 12 RT 6155 with fittings LH T/0

Thick web switches 60 kg 1 in 12 RT 6155 with fittings RH T/0

Trap Switch I in 8.5 60 kg with fittings - 60kg, RH RT-6068

WCMS Crossing 1 in 12 60 kg & Fittings RT-8781

Improved SEJ - 60 Kg Single gap improved type with fittings RT-6902

Combination SEJ 52kg/60kg with fittings RT-6782

Glue Joints 60 kg RT-2572

Glue Joints 52 kg RT-671

60 kg 1 in 12 FS layout RT-4218

SEJ PSC Sleepers RT-4149

Trap Switch I in 8.5 RT-6068

HVN Liners RT-3706

HVN Comb Liners RT-3707/08

Metal Liners RT-3740

For 1 in 12 60 kg T/O RT-4218

For SEJ RT-4519

For Trap Switch RT-6068

For 60kg PSC Sleeper RT-6618

Fish Plate 52kg I mtr long with bolts and Nuts RT-5915

Fish Plate 60kg I mtr long with bolts and Nuts RT-5916

Joggled Fish plates 52 kg with Clamps and bolts RT-5848

Joggled Fish plates 52 kg with Clamps and bolts RT-5849

Combination Fish plate 1 m RT-8533/36

CI bracket for LC RT 4917

CI Packing piece RT-4150

Check rail Bolt and Nut RT11550

Sperical Washer T-023

Point Clamp for thick web switches

Hiring of truck with covered body of 2 MT capacity for one shift of 8 hours running up to 80 km including driver, cleaner together with fuel and other consumable stores etc. for transport of different engineering materials.

Item Breakup - A-DSR Items

and pattern. 17.0 SANITARY INSTALLATIONS 17.1S General Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, 17.1 with manually controlled device (handle lever) conforming to IS : 7231,with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 17.1.1 White Vitreous china Orissa pattern Each 3 6767.4 20302.2 92 W.C. pan of size 580x440 mm with integral type foot rests SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including 17.2 flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : 17.2.1 W.C. pan with ISI marked white solid Each 6 6515.55 39093.3 93 plastic seat and lid Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with 17.4 standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.4.2 Range of two urinal basins with 5 Each 2 9612.4 19224.8 94 litre white P.V.C. automatic flushing cistern Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of 17.7 standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.4 White Vitreous China Flat back wash Each 8 1879.2 15033.6 95 basin size 550x 400 mm with single 15 mm C.P. brass pillar tap 17.16A Providing and fixing 8 mm dia C.P. / Each 11 349.15 3840.65 S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate 96 to European type W.C. of quality and make as approved by Engineer - in - charge. 17.22 Providing and fixing G.I. inlet Each 8 142.85 1142.8 97 connection for flush pipe connecting with W.C. pan. 17.22A Providing and fixing CP Brass 32mm Each 8 1034.8 8278.4 size Bottle Trap of approved quality 98 & make and as per the direction of Engineer-in-charge. Providing and fixing P.V.C. waste 17.28 pipe for sink or wash basin including P.V.C. waste fittings complete. 17.28.2 Flexible pipe 99 17.28.2.1 32 mm dia Each 8 119.55 956.4 17.29 Providing and fixing 100 mm sand Each 11 53.25 585.75 100 cast Iron grating for gully trap. Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with 17.32 plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 17.32.3 Oval shape 450x350 mm (outer Each 6 1377.1 8262.6 101 dimensions) 102 17.32.4 Rectangular shape 1500x450 mm Each 3 2093 6279 SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Providing and fixing toilet paper 17.34 holder : 103 17.34.1 C.P. brass Each 11 803.7 8840.7 Providing and fixing soil, waste and 17.35 vent pipes : 17.35.1 100 mm dia 17.35.1.1 Sand cast iron S&S pipe as per IS: Metre 50 1151.9 57595 104 1729 Providing and fixing bend of required degree with access door, 17.38 insertion rubber washer 3 mm thick, bolts and nuts complete. 17.38.1 100 mm dia 105 17.38.1.1 Sand cast iron S&S as per IS - 1729 Each 5 598.5 2992.5 Providing and fixing PTMT Waste 17.69 Coupling for wash basin and sink, of approved quality and colour. 17.69.2 Waste coupling 38 mm dia of 83 Each 14 122.4 1713.6 106 mm length and 77mm breadth, weighing not less than 60 gms 17.71 Providing and fixing PTMT liquid Each 3 168.35 505.05 soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket 107 of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. Providing and fixing PTMT towel rail complete with brackets fixed to 17.73 wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.2 600 mm long towel rail with total Each 6 708.95 4253.7 length of 645 mm, width 78 mm and 108 effective height of 88 mm, weighing not less than 190 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, 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. 109 18.8.2 20 mm nominal dia Pipes Metre 105 537.6 56448 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This 18.9 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 110 18.9.2 20 mm nominal dia Pipes Metre 100 274.3 27430 SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY 111 18.9.5 40 mm nominal dia Pipes Metre 14 563.05 7882.7 112 18.9.6 50 mm nominal dia Pipes Metre 600 794.25 476550 113 18.9.9 100 mm nominal dia Pipes Metre 8 3271.7 26173.6 114 18.9.10 150 mm nominal dia Pipes Metre 5 6822.7 34113.5 Providing and fixing G.I. pipes complete with G.I. fittings including 18.12 trenching and refilling etc. External work 115 18.12.3 25 mm dia nominal bore Metre 600 467.75 280650 116 18.12.5 40 mm dia nominal bore Metre 400 617.05 246820 117 18.12.6 50 mm dia nominal bore Metre 600 762.15 457290 118 18.12.8 80 mm dia nominal bore Metre 100 1041.7 104170 18.15S BRASS FITTINGS Providing and fixing brass bib cock 18.15 of approved quality : 119 18.15.2 20 mm nominal bore Each 21 379.2 7963.2 Providing and fixing brass stop cock 18.16 of approved quality : 120 18.16.2 20 mm nominal bore Each 27 379.2 10238.4 Providing and fixing gun metal gate 18.17 valve with C.I. wheel of approved quality (screwed end) : 121 18.17.1A 20 mm nominal bore Each 6 539.95 3239.7 122 18.17.4 50 mm nominal bore Each 4 1026.65 4106.6 123 18.17.6 80 mm nominal bore Each 2 2604.55 5209.1 Providing and fixing ball valve (brass) of approved quality, High or 18.18 low pressure, with plastic floats complete : 124 18.18.2 20 mm nominal bore Each 6 462.5 2775 Providing and fixing gun metal non- 18.19 return valve of approved quality (screwed end) : 18.19.6 80 mm nominal bore 125 18.19.6.1 Horizontal Each 1 3664.75 3664.75 126 18.19.6.2 Vertical Each 1 3855.4 3855.4 C.I. SLUICE VALVES/ FIRE HYDRANTS 18.31S & FIXTURES Providing and fixing G.I. Union in G.I. pipe including cutting and threading 18.46 the pipe and making long screws etc. complete (New work) : 127 18.46.8 80 mm nominal bore Each 2 1207.95 2415.9 18.48 Providing and placing on terrace (at Per Litre 5250 11 57750 all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking 128 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 18.51 conforming to IS standards and weighing not less than 690 gms. 129 18.51.1 15 mm nominal bore Each 8 798.95 6391.6 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the 19.1 proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 130 19.1.2 150 mm diameter Metre 27 695.8 18786.6 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover 19.4 with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: 19.4.1 100x100 mm size P type 19.4.1.1 With common burnt clay F.P.S. (non Each 6 2707.65 16245.9 131 modular) bricks of class designation 7.5 Providing and fixing in position pre- cast R.C.C. manhole cover and 19.19 frame of required shape and approved quality 19.19.2 M D - 10 19.19.2.1 Square shape 450 mm internal Each 2 1386.55 2773.1 132 dimension Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks 19.32 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 19.32.1 With common burnt clay F.P.S. (non Each 2 26861.9 53723.8 133 modular) bricks of class designation 7.5 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed 19.35 with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 134 19.35.1 450 mm dia RCC pipes. Metre 14 2676.55 37471.7 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 40 495.05 19802 transparent or dyed to required 135 shade 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 fixing of fittings 21.1.2 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 53 598.6 31725.8 transparent or dyed to required 136 shade 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 21.2 fixed in aluminium 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. 21.2.2 Pre-laminated particle board with Sqm 11 1115.4 12269.4 137 decorative lamination on both sides Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. 21.3 complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.1 With float glass panes of 4.0 mm Sqm 21 1176.8 24712.8 138 thickness (weight not less than 10kg/sqm) SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon 21.8 sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 139 21.8.1 Upto 5mm depth and 5 mm width Metre 21 96.75 2031.75 22.0 WATER PROOFING 22.1S General 22.6 Providing and laying water proofing Sqm 300 688.9 206670 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 140 consisting of slurry of 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. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY 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 the help of synthetic fiber 22.23 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 @ Sqm 110 472.9 52019 141 0.70 kg per sqm per coat 22.23.2 For horizontal surface one coat Sqm 100 362.8 36280 142 @1.10 kg per sqm. RAIN WATER HARVESTING & 23.0 TUBEWELLS 23.1S General Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata 23.1 chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 23.1.1 All types of soil 143 23.1.1.1 300 mm dia Metre 180 707.75 127395 23.1.2 Rocky strata including Boulders 144 23.1.2.1 300 mm dia Metre 60 1695.1 101706 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata 23.2 chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY 23.2.1 All types of soil 145 23.2.1.1 300 mm dia Metre 120 825.7 99084 23.2.2 Rocky strata including Boulders 146 23.2.2.1 300 mm dia Metre 60 1870.6 112236 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, 23.3 conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 147 23.3.2 150 mm nominal size dia Metre 400 793.25 317300 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well 23.13 housing/ casing pipe, removable as per requirement, all complete for borewell of: 148 23.13.3 200 mm dia Each 2 321.15 642.3 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 23.14 2800 (part I), including necessary bolts & nuts of required size complete. 149 23.14.3 200 mm clamp Each 2 2293.65 4587.3 Providing and fixing Bail plug/ Bottom plug of required dia to the 23.15 bottom of pipe assembly of tubewell as per IS:2800 (part I). 150 23.15.3 200 mm dia Each 2 357.6 715.2 NEW TECHNOLOGIES AND 26.0 MATERIALS 26.41S NEW TECHNOLOGY ITEMS Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of 26.69 C&D waste from approved manufacturer in superstructure above plinth level up to floor V level 26.69.1 Cement mortar 1:6 (1 cement : 6 cum 27 9844.65 265805.55 151 coarse sand) 26.73S PREFAB/PRECAST TECHNOLOGY SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid plain flush door shutter of required size 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 minimum density of 650 kg/cum and screw withdrawal 26.87 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 butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. 152 26.87.1 30 mm thick Sqm 27 4346.7 117360.9 Total 119890412.54

Item Breakup - B-Earth work Items

In all conditions and classifications cum of soil except rock

Soft rock not requiring blasting

In hard rock requiring blasting SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Total 10726411.80

Item Breakup - C-Supply of Cement

Ordinary Portland Cement 43 grade MT approved brands/makes

Ordinary Portland Cement 53 grade MT of approved brands/makes Total 9649315.10

Item Breakup - D-Concrete works and other bridge items

20m to 30m Drilling of NX size borehole (75mm dia.) in all types of hard rock and collection of rock core samples from boreholes and preserving in boxes.

30m to 40m Conducting in-situ full size Plate Load Test (PLT) at selected location as per IS:1888 including making loading arrangements & casting of RCC/cast in-situ concrete footing as per codal provisions including excavation and refilling of trial pit.

Plate size 30cm x 30cm

Taking out 100mm dia. & 450mm Each long 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 Each long 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. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Conducting standard penetration Each test as 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 Hydrometer analysis

Natural Density

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

Unconfined Compression Test

Modulus of Elasticity Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.

All kinds of soils

Soft rock (not requiring blasting)

Hard rock (requiring blasting) Providing and laying in position Plain cement concrete of specified Nominal Mix f o r miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level :

1:1½:3 (1 Cement: 1½ coarse sand cum (zone-III) : 3 graded stone aggregate 20 mm nominal size)

1:2:4 (1 cement : 2 coarse sand cum (zone-III) : 4 graded stone aggregate 20 mm nominal size) SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Providing and laying in position cum machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Abutment & Pier

Wing wall and Return wall

Abutment cap, Pier Cap, Inspection cum Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc.

Approach slab at formation level, cum Dirt wall/ ballast wall at formation level SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Providing and laying Plain Cement cum Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever required with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer.

Providing and fixing Weep Holes in Metre Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge.

P r o v i d i n g and casting machine cum batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Providing and laying in position cum machine batched, machine mixed and machine vibrated Design Mix Cement Concrete, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, of specified grade (cast in-situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, complete in all respect as per drawings and technical specifications to the satisfaction of Engineer-in-Charge. Note: Payment for cement, reinforcement and shuttering shall be made extra. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Deduct if Plasticiser has not been used in Design Mix Concrete of any grade as per approved mix design or use of 40mm graded stone aggregate in place of 20mm graded stone aggregate in any grade of concrete. Note: Deduction to be made for quantity of concrete.

Deduction for using 40mm graded cum stone aggregate in place of 20mm graded stone aggregate in any grade of concrete. Centering and shuttering including strutting, propping etc. and removal of form for :

All types of bridge sub-structures, Sqm e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level

All types of bridge super-structures, Sqm e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level.

Extra for additional height over item Sqm no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Providing and launching in position cum machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the Precast Prestressed (Pre-tensioned) concrete girder/slab in contractor's casting yard, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per specifications and direction of t h e Engineer. Note: 1. Payment for Shuttering, Cement, Reinforcement, HTS cables including stressing and launching of girder/slab in position shall be made extra under relevant items. However, deduction shall be made in case of slab as per relevant item. 2. For pre-cast item, loading in transport vehicle in casting yard is included and shall not be paid extra. 3. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Providing, fabricating & fixing in MT position to exact design profiles, H.T.S. cables of all classification made from Low Relaxation strands conforming to IS:14268- latest version in Prestressed (Post- tensioned) Concrete girders/slabs etc. including supplying, cutting, making into cables with necessary spacers, colour coding, protecting with water soluble oil at all time, anchoring of cables, supplying and placing spiral corrugated type galvanized metal steel ducts sheathing made up of Cold Rolled Cold Annealed (CRCA) mild steel conforming to IS:513 of required diameter/ thickness, vent pipe, placing, bending, routing, fixing, stressing & grouting of cable ducts with cement grout, Anchorage sets in required number with provision for future prestressing if any including all lead and lift with contractor's own materials, labour, equipments etc. complete as per drawings & specifications. Rate also includes covering anchorage pads with epoxy mortar of approved quality to avoid corrosion. Cement for grouting to be paid separately. Payment shall be made in terms of weight of HTS cables as per drawing. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Design, manufacturing, supplying Cubic and fixing in position elastomeric Centimetre b e a r i n g true to line and level conforming to IS:3400, IS:226, BS- 5400 under prestressed concrete girders/ Steel Girders, for Pre-cast as well as cast-in-situ girders as per approved drawing. The rate shall include cost of load test of one no. bearing from Railway approved firms and all fixing materials, equipments, machineries, labour, taxes, loading, unloading, leading, lifting etc. complete. Rates include getting the drawing approved from Railway and cost of inspection during manufacturing from railway approved organization.Note : 1. The rate is for finished item complete and paid only after fixing in position below the girder. 2. The volume shall be as given in the drawing and no deduction shall be made for inserted steel plates etc. Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all lead & lift, etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading material etc. The load shall be 1.25 times the stipulated design load.

For Span design load up to 100 MT

Extra for every increase of 1 MT or MT part thereof over 100 MT in the span design load capacity up to 800 MT

Supplying weighing not less than 35 kg each at specified bridge locations.

Providing and laying Pitching with cum Stone Boulders, weighing not less than 35kg each with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item).

Providing and laying Pitching with cum Stone Boulders, weighing not less than 35kg each with voids filled with cement sand mortar 1:4 on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). Rate is excluding cost of cement which shall be paid extra under relevant item. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Providing and laying Filter Material cum as per RDSO Specifications underneath pitching in slopes complete as per drawing and Technical Specification.

Cleaning Surface of Abutment and Sqm Piers up to bed level under water with brush or any other tools to remove all traces of moss, loose materials, fungus, algae, vegetation growth etc. Cleaning shall be carried out with contractor's trained staff, tools & plants, safety equipments etc. complete job including arranging safe approach.

Providing and laying 300mm thick cum (average) Dry Stone flooring with boulders of not less than 35kg each in weight, hand packed with surface levelled off to the correct section with hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer in charge.

Supply and laying of coarse sand cum including consolidation with all labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. Grouting of masonry/concrete by injection process duly Sealing of cracks, through nipples complete as per Technical Specification and procedure given in IRBM Para No 209 including necessary admixture. Payment shall be as per use of cement by weight in case of neat cement/cement mortar grouting and weight of Epoxy in case of Epoxy G r o u t in g . (Cement will be paid extra).

Providing & applying epoxy with pot Sqm life not less than 60-90 minutes for bonding of new concrete with old concrete @ 0.80 kg/sqm and as per specifications including cleaning the surfaces complete as per approved procedure.

Providing and laying of filter media cum consisting of granular materials of GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Painting the HFL mark and Danger Each level mark, year of HFL on bridge abutments and piers with ready mixed paint as per standard in two coats over one coat of primer with all materials, labour, tools, scaffolding, all lead and lift etc. including writing complete.

Providing cast in-situ plaques for Each bridge foundations details of size 45cmx45cmx5cm in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm deep notch over abutment & piers, engraving the letters & figures with CM 1:3 and finished smooth including painting letters and figures with 2 coats of black enamel and plaque with white enamel with all labour, tools, cement, paint, curing etc. as a complete job. Providing & laying non pressure NP- 4 Class RCC pipe with collars, jointing with 1:2 cement and ordinary sand mortar including testing of joints, but excluding earthwork with all labour and material as a complete job. Cement for mortar will be paid separately. (Pipes of 600mm dia and above will be laid using crane/hydra).

Providing Boulder Backing behind cum wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra.

Dewatering accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. 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 Hour similar with minimum 1.10 cum bucket capacity Total 29037110.41

Item Breakup - E-Supply of reinforcement

Item Breakup - F-COE & Blanketing Items

Using Soil Class SQ1

Using Soil Class SQ2 SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Mechanical supply of blanketing material by using only hard and durable stone crushed in mechanical crusher to different gradations, wet mixing of the same in designed proportion in Pug mill or wet mix plant to have uniform gradation as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest correction slips including transportation to nominated place and stacking. Note: 1.This item shall be used only when entire constituent of blanketing material is mechanically manufactured by crushing of hard and durable stone into desired gradation(s) in designed proportion to meet prescribed Specification. 2. Measurement shall be done as per Stack measurement. Turfing / planting, including all lead & lift and watering as required until properly rooted with. Note: Initially payment of only 40% will be made. Balance 60% will be paid after 3 months of maintenance period, only if the turfing is properly rooted on entire turfed area.

Turfing with planted doob grass. Supplying, laying Non-woven Needle Punched and Mechanically or Thermally bonded type Geotextile for use as Separator/Filtration for Railway formation as per RDSO Specification No. RDSO/2018/GE:IRS-0004 - Part I made of Polypropylene / Polyethylene / Polyamide or combination there of having apparent opening size of less than or equal to 85 microns and elongation at failure more than 50% in both directions including transportation labour, lead & lift complete as directed by Engineer in- charge.

On top of subgrade or prepared Sqm subgrade before laying blanketing layer with minimum strengths in Grab test, Trapezoidal Tear test and Puncture test of 700N, 250 N and 1800 N respectively. Total 37152334.54

Item Breakup - G-Superstructure Steel Items

Supplying and fixing HSFG bolts of Kg any dia and any length with suitable n u t s including DTI washers conforming to IRS-B1-2001 for bridges and s t e e l structures with contractors labour, tools and plants and lead and lift etc., complete. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns.

On new girder during fabrication Providing and fixing various size HTS holding down bolts conforming to r e l e v a n t Codes/Specification in concrete column or in other structures with proper nuts, bolts, washers/plates, grouting of holes with cement or epoxy concrete with all material, labour, T&P as a complete job.

With epoxy concrete grouting. Launching in position, by any approved method, pre-fabricated Steel Girders, precast PSC girders/slabs, casted at casting bed developed at site, to correct alignment and level over the bed block / pedestal with all required arrangements, complete in all respect.

PSC girders / slabs Total 1101835.56

Item Breakup - H-Collection & supply of Ballast

When distance of nearest quarry is cum more than 30 km and up to 40 km Total 8438545.00

Item Breakup - L-Track Work items

More than 40 m long rail panel Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in-Charge. Note: Rail drilling and cutting to be paid separately.

For Through Rail Renewal work

Lubrication of gauge face of rail on RM curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. Assembling and Laying of Improved Switch Expansion Joint (SEJ) on PSC sleepers of any rail section as per RDSO drawing including leading of SEJ rails, sleepers, fittings for a free lead of 250 metres, cutting of rails, drilling of holes as required and lubrication of SEJ, gauging, aligning rails, providing temporary connection with adequate welding gap with adjoining rails, providing reference posts at SEJ, first through packing of SEJ portion to make track geometry fit for 30 kmph speed and making ballast profile as per IRPWM. Note: (1) Rail cutting and hole drilling shall be paid separately.(2) One set comprise complete SEJ on both rails at SEJ.

Under Conditions Traffic Block

Under Traffic Block Conditions

Removing, screening and salvaging cum ballast from track, duly digging / scarifying ballast by beaters / wire brushes or any mechanical means, leveling and dressing formation with specified cross slope after salvaging ballast, separating muck by screening the salvaged ballast with contractor's 20mm size sieve, stacking of screened ballast for measurement, disposing off muck at specified locations with all lead & lifts as directed by Engineer in- charge. Note: Payment shall be made for quantity of ballast stacked after screening of retrieved ballast from track. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails and keeping them on rollers provided at every 15 sleepers, working out elongation of rail ends depending on prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: (1) Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. (3) Opening and closing of LC if required will be paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any.

Without Rail tensor Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall be paid separately).

With Clamps Maintenance of track on main line & loops, Points & crossings etc. including special attention to section for carrying out various maintenance works listed in Indian Railways P.Way Manual / Bridge Manual for safe running of goods and passenger trains with contractor's tools / labours etc. complete, as directed by Engineer in-charge. Note: Contractor shall arrange one gang at any point of time comprising of minimum specified labours with sufficient experience in P.Way working.

One mobile Gang comprising of 15 Gang Day physically fit labours plus 1 Mate. N o t e : (1) In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be deducted for each such person or non-availability of vehicle @ 20% of the accepted item rate, separately for each shortfall. (2) The Contractor shall keep one pick up Truck of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Replacing existing glued joint rail Each with cut rails or with glued joint rail or insertion of glued joint by cutting existing track under traffic condition by cutting rails, refixing with all rail sleeper fastenings and providing required gaps for carrying out welding as an alternative to drilling holes or joining rails with fish plates duly drilling holes as required including stacking of released material and as directed by engineer in-charge. Note: (1) Drilling holes & rail cutting will be paid separately. (2) Transportation of materials to the site of work from supply points, if more than 250m, shall be paid separately. Fixing of Wooden Distance Block of size 1.0m x 0.3m x 0.15m between track and platform wall.

With Contractor's hard wood block. Anti-corrosive painting of rail outside track on rail bottom, web, foot and fishing plane with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM.

For 60 Kg Rails

For 52 Kg Rails Marking, inscribing, painting, writing, bordering etc. on new / old iron surface at various locations of Points & Crossings with details of turn-in / turn-out reference station mark on rail web for one set, duly preparing surface with contractor's wire brush and applying two coats of yellow synthetic enamel paint of approved quality as background and stenciling the details to suitable size, as described for every curve reference station mark / switch / crossing details with black enamel paint of approved quality complete, as directed : Note: Stenciling of letters is only permitted. No hand written letters are accepted.

1 in 12 Turnout

Derailing Switch

Curve details, SE, Versine, Station Each Nos. etc. per station. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Providing comprising of 6 men per day with SSE/P.Way/ USFD for carrying out ancillary works viz., lookout, watering, paint marking and handling machine for USFD test with Double Rail Tester (DRT) machine and as directed by Engineer in charge. Note: 1. This item shall be operated only when there is no departmental staff available and only with the prior approval of concerned Sr. DEN/Co-ordination. 2. In case, contractor provides less no. of Labour, payment will be deducted for each such person @ 1/3 rd of the accepted item rate. Carrying out pre-tamping, during tamping and post-tamping work for tamping track with all types of rails, sleepers & sleeper density by various Track Tamping machines, like CSM,DUO/3X Machines which include : (1) Re-adjustment of ballast, heaping-up of ballast, filling- up of cavities in tamping zone by picking ballast from stacks / shoulders / crib of adjoining track up to lead of 50 m to ensure effective packing; (2) Clearing of ballast on sleepers to make them visible to operator, (3) Clearing of ballast over rail foot to facilitate holding of rail by rollers of TTRM; (4) Digging, screening and replenishment of ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening of loose fittings immediately before & after tamping; (6) Replacement of broken / missing fittings supplied by Railway; (7) Correcting displaced sleepers to position along with squaring; (8) Re- setting of worked-out / fallen fittings. (9) Removing and re-fixing joggled fish plates & wooden blocks, wherever necessary; (10) Manual consolidation of ballast in crib / shoulders; (11) Removing and refixing of traction bonds during the block in electrified sections (12) Dressing of ballast Note: 1. Tamping blocks are not identical & it may be given at any time either during day or night. 2. Stages of payment a) 30% of the rate will be paid on completion of pre tamping attention, b) Balance 70% of the rate will be paid on completion of post tamping. 3. Recovery at the rate of twice the above applicable rate will be effected in case contractor fails to carry out pre/during/post operation. 4.Payment shall be made only once in irrespective of numbers of TTRM packing round and after restoration of normal speed and restoration of complete ballast profile.

For day time block working SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

New Line Section, not opened for TRM traffic Carrying out pre-tamping, during tamping and post-tamping works for tamping of Turnouts of all types Under Traffic Block Conditions which include :(1) Re-adjustment of ballast, heaping-up of ballast, filling- up of cavities in tamping zone by picking ballast from stacks / shoulders / crib of adjoining track up to lead of 50 m to ensure effective packing; (2) Clearing of ballast on sleepers to make them visible to operator; (3) Clearing of ballast over rail foot to facilitate holding of rail by rollers of UNIMAT; (4) Digging, screening and replenishment of ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening of loose fittings including check rails immediately before & after tamping; (6) Replacement of broken / missing fittings supplied by Railway; (7) Correcting displaced sleepers to position along with squaring; (8) Re-setting worked-out / fallen fittings; (9) Removing and re- fixing joggled fish plates & wooden b l o c k s , OHE bonds & other obstructions, wherever necessary ; (10) Removing and re-fixing stretcher bar, as directed; (11) Adjustment in opening and housing of switch for testing operation of points (12)Manual consolidation of ballast in cribs and shoulders; (13) Stages of payment a) 30% of the rate will be paid on completion of pre tamping attention, b) Balance 70% of the rate will be paid on completion of post tamping; (14) Recovery at the rate of twice the applicable rate will be effected in case contractor fails to carry out any of the pre/during/post operation.

1 in 12 Turnouts (Under Traffic Block Set Conditions) Carrying out pre-tamping, during tamping and post-tamping works prescribed in current version IRTMM/IRPWM for tamping of Turnouts of all types Under Conditions not requiring Traffic Block.

1 in 12 Turnouts

Derailing Switch SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Carrying out various miscellaneous Shift works, for proper upkeep of crew rest van / rest room as directed by machine in-charge of Track Machines by providing a team of 2 labours for 12 hours shift, broadly mentioned hereunder: (1) Bringing water from nearby source and cleaning machine with water jet or any suitable means; (2) Fuelling machine duly bringing diesel / hydraulic oil from the stacked drums; (3) Bringing water to staff rest van or staff rest room, cleaning rest van / rest room, cooking food for Track Machine staff or bringing food from outside (cost of food shall be borne by the staff concerned).; (4) Guarding & watching machines, spare parts, oils, grease etc. during day and night time at all locations, wherever necessary, as instructed by the machine in-charge; (5) In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such person @ 75% of the accepted item rate. Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020)

60 Kg - 110/90 UTS - Outside Track

52 Kg - 90 UTS - Outside Track

60 Kg - 110/90 UTS - On Running Each Line

52 Kg - 90 UTS- On Running Line Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991.

On Running Line Loading of rails of any section and length up to 13 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up to 5 metres.

I n Wagon handling is possible and traffic block is not required or in Truck/trailer. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Unloading of rails of any section and length up to 13 metre, in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/trailer including lead up to 50 m e t r e , lift up to 5 metre and stacking in prescribed manner.

From Wagon where mechanical MT handling is possible and traffic block is not required or in Truck / trailer. Unloading of all type of rails of length 130 metre and beyond from end unloading rake and keep the panels in head-up position at specified distance from centre of track clear from any infringement.. Note: Contractor has to keep Oxygen and Acetylene gas with cutter as standby during the period of work.

During period of traffic block Loading of 52kg / 60kg PSC normal line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.

I n Wagon handling is possible and traffic block is not required or in Truck / trailer Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items.

Lead beyond 100 Km and up to 150 MT Km

Extra for every Km per MT beyond MT-Km 150 Km over item no. 172057 SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Unloading of 52kg / 60kg PSC line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 250 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.

From Truck / Trailer Unloading of 52kg / 60kg PSC special sleepers beyond 2.75 metre length in Depot / Station / Mid- section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 50 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.

From Truck / Trailer

Fabrication bending/machining and fixing of check rails of all rail sections over PSC Sleepers as per Railway's approved drawings & specifications for level crossings / trolley paths/inspection lines in yards duly cutting rail flanges, wherever required to correct alignment and level, drilling of holes with machine in check rails and fixing to Running rail and sleepers with all Railway's fittings, e.g. rail screws / grip expansion bolts, brackets, packing pieces, bolts, washers etc including grinding of brackets if required, fixing of Railway's wooden blocks at flare ends duly cutting and plaining, crossing of tracks and as directed by the engineer in-charge Note: 1. Drilling of holes in PSC Sleeper and fixing of dowels shall be paid under relevant item. 2. Required P.Way materials will be supplied at SSE/P.Way stores. Fixing of wooden blocks of approximate size of 150mm x 300mm x 1200mm on end of check rails including sizing at level crossings with contractor's labour, tools & plants and as directed.

With Contractor's hard wood block SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back- support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

Caution Indicator Board of size Each 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Speed Indicator Board of equilateral Each triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Termination Indicator Board of Each Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long

Manufacturing, supplying and fixing Each Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately) SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Painting and fixing MS Indicator Boards of curves, SEJs, Points & Crossings, Gang/section jurisdiction and similar as per standard design including excavation, refilling, concreting in foundation and painting two coats with enamel and luminous paints as directed by Engineer in-charge. Note: Excavation, concrete work and lettering shall be paid separately.

Boards with single post Erection or removal of temporary Engineering Indicator Board or any other board at specified locations without causing infringement to track etc. complete and as directed.

Supply and fixing in position pre- Each cast cement concrete Fouling Mark as per approved drawing at station yard, duly painting the top surface and slopes with white enamel paint in two coats and inscribed letters with black of Fouling Mark, complete in all respects with all labour, materials including cement, tools and plants etc.

Arranging labour as and when Day required by the Engineer in charge, for various works under SSE/P.Way, w ith contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge.

Manufacturing and fixing buffer stop Each with Railway supplied rails, cutting, including bending of rails as per plan ,with all contractor's labour, materials, tools, plants etc. and all lead and lift including crossing of track where necessary and as directed by Engineer in charge at site. Note: Excavation, fixing rails in cement concrete, drilling of holes will be paid separately. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Manufacture and supply of Precast Each Kilometer Posts of size 1.15 x 0.50 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting the post, writing the letters on both sides of the post with 2 coats of enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Excavation, Concrete and steel work will be paid under relevant items.

Manufacture and supply of Precast Each gradient Posts of size 1.65 x 0.60 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting the post, writing the letters on both sides of posts in 2 coats with enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in- charge. Note: Excavation, Concrete and steel work will be paid under relevant items.

Manufacture and supply of Precast Each Hectometer/TP Repeater posts of size 0.90Mx0.30 mx0.30Mx0.30M Triangular size in RCC 1:2:4 mix, engraving letters, leading to work spot, and fixing in position with CC 1:3:6 concrete, duly making pits of size as required, painting the post with two coats, letters on the both sides of posts with enamel paint of approved quality as per IRPWM/Railways drawings complete with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the E n g i n e e r - i n - c h a r g e . Note: Excavation, Concrete and steel work will be paid under relevant items. Total 6212475.08

Item Breakup - K1-Copper items

6(a) Supply (excluding supply of Kilometre copper contact wire and catenary wire) and erection of over head equipment only by manual -Supply Only

6(a) Supply (excluding supply of Kilometre copper contact wire and catenary wire) and erection of over head equipment only by manual -Erection only SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

6(a) Supply (excluding supply of Kilometre copper contact wire and catenary wire) and erection of over head equipment only by manual -Erection under power block only

9 (d) Supply ( excluding supply of Each copper conductor ) and erection of anti creep with Pure/Cadmium Copper Catenary Wire -Supply Only

9 (d) Supply ( excluding supply of Each copper conductor ) and erection of anti creep with Pure/Cadmium Copper Catenary Wire -Erection Only

9 (d) Supply ( excluding supply of Each copper conductor ) and erection of anti creep with Pure/Cadmium Copper Catenary Wire -Erection under power block Total 496523.20

Item Breakup - K2-Steel Items

3 (a)(ii) Supply only of fabricated MT mast K,B,T & S series etc excluding S1 to S8 masts - Supply Only

3 (a)(iii) Supply only of BFB mast MT "8x8", "6x6" and RSJ 8"x6" & S1 to S8 masts- Supply Only

3 (b)(i) Supply and erection of MT fabricated steel work other than masts by manual/crane-Supply only

3 (b)(i) Supply and erection of MT fabricated steel work other than masts by manual/crane-Erection only

3 (b)(i) Supply and erection of MT fabricated steel work other than masts by manual/crane-Erection under power block

3(c) fabricated and galvanized small parts steel work-Supply Only

3(c) fabricated and galvanized small parts steel work-Erection Only

3(c) fabricated and galvanized small parts steel work-Erection under power block Total 10390792.00

Item Breakup - K3-Foundation Items

2(a)(i) Concrete for foundation and cum plinth in hard soil-Supply Only

2(a)(i) Concrete for foundation and cum plinth in hard soil-Erection Only

2 (a) (ii) Concrete for foundation and cum plinth in rocky soil-Supply Only

2 (a) (ii) Concrete for foundation and cum plinth in rocky soil-Erection Only

2 (b) Concrete for foundation and cum plinth in other than hard soil and rocky soil-Supply Only SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

2 (b) Concrete for foundation and cum plinth in other than hard soil and rocky soil-Erection Only Total 3680050.00

Item Breakup - K4-Other Items

1 ( a ) Preparation of designs and Kilometre drawings for over head equipment and verification of Purchasers Engineering Plan (Unit is STKM)

1(c) Preparation of station working Each rule diagram and working instruction pertaining to 25 KV AC Traction

3 (a)(i) Erection of traction masts MT and main masts of switching stations and L.T. supply transformer stations by manual/crane

3(e) Supply and erection of a Guy Each rod assembly -Supply only

3 (e) Supply and erection of a Guy Each rod assembly -Erection only

3 (e) Supply and erection of a Guy Each rod assembly -Erection under power block only

4(a)(i)(a) Supply and erection of a Each single bracket assembly (including stay and bracket insulators) -Supply only

4(a)(i)(a) Supply and erection of a Each single bracket assembly (including stay and bracket insulators) - Erection only

4(a)(i)(a) Supply and erection of a Each single bracket assembly (including stay and bracket insulators) - Erection under power block only

4 (a)(ii) Extra on 4 (a) (i) for supply Each and erection of additional fittings on a single bracket assembly for supporting two OHEs-Supply Only

4 (a)(ii) Extra on 4 (a) (i) for supply Each and erection of additional fittings on a single bracket assembly for supporting two OHEs-Erection Only

4 (a)(ii) Extra on 4 (a) (i) for supply Each and erection of additional fittings on a single bracket assembly for supporting two OHEs-Erection under power block Only

4 (b) (i) Supply and erection of pull Each off arrangement for one OHE - Supply only

4(b)(i) Supply and erection of pull off Each arrangement for one OHE-Erection only

4(b)(i) Supply and erection of pull Each off arrangement for one OHE- Erection under power block only

4 (b)(ii) Extra for each additional Each equipment pulled -Supply only

4 (b)(ii) Extra for each additional Each equipment pulled -Erection only SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

4 (b)(ii) Extra for each additional Each equipment pulled -Erection under power block only

5(a)(i) Supply and erection of Each mounting arrangement for span wire -Supply only

5 ( a ) ( i ) Supply and erection of Each mounting arrangement for span wire -Erection only

5 ( a ) ( i ) Supply and erection of Each mounting arrangement for span wire -Erection under power block only

5(a) (ii) Supply and erection of a Metre span wire -Supply only

5 (a)(ii) Supply and erection of a Metre span wire -Erection only

5 (a)(ii) Supply and erection of a Metre span wire -Erection under power block only

8 (a) (v) Supply and erection of Each regulating equipment (3 pulley type) modified with counter weight assembly for conventional / composite OHE. -Supply only

8 (a) (v) Supply and erection of Each regulating equipment (3 pulley type) modified with counter weight assembly for conventional / composite OHE. -Erection only

8 (a) (v) Supply and erection of Each regulating equipment (3 pulley type) modified with counter weight assembly for conventional / composite OHE. -Erection under power block only

8(b) (i) Supply and erection of Each materials for termination of Single conductor of overhead equipment.- Supply only

8(b) (i) Supply and erection of Each materials for termination of Single conductor of overhead equipment.- Erection only

8(b) (i) Supply and erection of Each materials for termination of Single conductor of overhead equipment.- Erection under power block only

8(b) (ii) Supply and erection of Each materials for termination of Double conductor (conventional/composite OHE) -Supply only

8(b) (ii) Supply and erection of Each materials for termination of Double conductor (conventional/composite OHE) -Erection only

8(b) (ii) Supply and erection of Each materials for termination of Double conductor (conventional/composite OHE) -Erection under power block only

8 (b)(iv) Supply and erection of Each materials for anticreep termination (one end)-Supply Only

8 (b)(iv) Supply and erection of Each materials for anticreep termination (one end)-Erection Only SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

8 (b)(iv) Supply and erection of Each materials for anticreep termination (one end)-Erection under power block Only

8 (b)(ix) Supply and erection of Each materials for termination of 25 KV terminating wire (150 sqmm) copper cross track/along track feeder- Supply Only

8 (b)(ix) Supply and erection of Each materials for termination of 25 KV terminating wire (150 sqmm) copper cross track/along track feeder- Erection Only

8 (b)(ix) Supply and erection of Each materials for termination of 25 KV terminating wire (150 sqmm) copper cross track/along track feeder- Erection under power block Only

10 (a) Extra on item 6(a) for supply Each and erection of additional fittings at a turnout, diamond crossing or overlap.-Supply only

10 (a) Extra on item 6(a) for supply Each and erection of additional fittings at a turnout, diamond crossing or overlap.-Erection only

10 (a) Extra on item 6(a) for supply Each and erection of additional fittings at a turnout, diamond crossing or overlap.-Erection under power block only

11 (a) (i) Supply and erection of Each porcelain cut-in- insulator -Supply only

11 (a) (i) Supply and erection of Each porcelain cut-in- insulator -Erection only

11 (a) (i) Supply and erection of Each porcelain cut-in- insulator -Erection under power block only

11 (a) (ii) Supply and erection of a Each porcelain suspension insulator - Supply only

11 (a) (ii) Supply and erection of a Each porcelain suspension insulator - Erection only

11 (a) (ii) Supply and erection of a Each porcelain suspension insulator - Erection under power block only

11 (b) Supply and erection of a 25 Each kV Post insulator -Supply only

11 (b) Supply and erection of a 25 Each kV Post insulator -Erection only

11 (b) Supply and erection of a 25 Each kV Post insulator -Erection under power block only

12 (a) Supply and erection of a Each section insulator assembly -Supply only

12 (a) Supply and erection of a Each section insulator assembly -Erection only

12 (a) Supply and erection of a Each section insulator assembly -Erection under power block only SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

13 (a) Supply and erection of 25 KV Each S.P. isolators without earth contact assembly. -Supply only

13 (a) Supply and erection of 25 KV Each S.P. isolators without earth contact assembly. -Erection only

13 (a) Supply and erection of 25 KV Each S.P. isolators without earth contact assembly. -Erection under power block only

13 (b) Supply and erection of two 25 Each kV single pole isolator gang operated without earth contact assembly.-Supply only

13 (b) Supply and erection of two 25 Each kV single pole isolator gang operated without earth contact assembly.- Erection only

13 (b) Supply and erection of two 25 Each kV single pole isolator gang operated without earth contact assembly.- Erection under power block only

13 (d) Extra for supply and erection Each of an earth contact assembly in an Isolator -Supply only

13 (d) Extra for supply and erection Each of an earth contact assembly in an Isolator -Erection only

13 (d) Extra for supply and erection Each of an earth contact assembly in an Isolator -Erection under power block only

13 (e) Extra on item No.13 (a) (b) & Each (c ) for an inter locking device. - Supply only

13 (e) Extra on item No.13 (a) (b) & Each (c ) for an inter locking device. - Erection only

13 (e) Extra on item No.13 (a) (b) & Each (c ) for an inter locking device. - Erection under power block only

15(a) Supply and erection of a Each copper jumper -Supply only

15(a) Supply and erection of a Each copper jumper -Erection only

15(a) Supply and erection of a Each copper jumper -Erection under power block only

16 (a) Supply and erection of a Each structure bond-Supply only

16(a) Supply and erection of a Each structure bond-Erection only

16 (b) Supply and erection longitudinal bond -Supply only

16 (b) Supply and erection longitudinal bond-Erection only

16 (c) Supply and erection of Each transverse and special bond -Supply only

16 (c) Supply and erection of Each transverse and special bond - Erection only

17 (a) Supply and erection of a Each single earth electrode -Supply only SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

17(a) Supply and erection of a single Each earth electrode -Erection only

26 (a) (ii) Supply and erection of Metre Solid copper bus bar 18 mm-Supply only

26 (a)(ii) Supply and erection of Metre Solid copper bus bar 18 mm - Erection only

26 (a)(ii) Supply and erection of Metre Solid copper bus bar 18 mm - Erection under power block only

27 (a) Supply and erection, oil Each filteration, testing and commissioning of 10kVA L.T. supply transformer (oil type)-Supply Only

27 (a) Supply and erection oil Each filteration, testing and commissioning of 10kVA L.T. supply transformer (oil type)-Erection Only

27 (a) Supply and erection oil Each filteration, testing and commissioning of 10kVA L.T. supply transformer (oil type)-Erection under power block Only

27 (c ) Supply and erection of LT Each control board for AT location as per RDSO spec. No. TI/SPC/PSI/CLS/0020 with A & C slip No. 4 (7/2010) or latest -Supply only

27 (c ) Supply and erection of LT Each control board for AT location as per RDSO spec. No. TI/SPC/PSI/CLS/0020 with A & C slip No. 4 (7/2010) or latest -Erection only

28 Supply and erection of 25 kV Each drop out fuse switch -Supply only

28 Supply and erection of 25 kV Each drop out fuse switch -Erection only

28 Supply and erection of 25 kV Each drop out fuse switch -Erection under power block only

30 (a) (iii) Supply and erection of Each protective screen for FOB/ROB.- Supply only

30 (a) (iii) Supply and erection of Each protective screen for FOB/ROB.- Erection only

30 (a) (iii) Supply and erection of Each protective screen for FOB/ROB.- Erection under power block only

30 (b) (iii) Supply and erection of Each anti -climbing device for LT. Supply transformer stations -Supply only

30 (b) (iii) Supply and erection of Each anti -climbing device for LT. Supply transformer stations -Erection only

30 (b) (iii) Supply and erection of Each anti -climbing device for LT. Supply transformer stations -Erection under power block only

30 (b)(iv) Supply and erection of Lumpsum caution boards along with suitable fixing clamps-Supply Only

30 (b)(iv) Supply and erection of Lumpsum caution boards along with suitable fixing clamps-Erection Only SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

30 (b)(iv) Supply and erection of Lumpsum caution boards along with suitable fixing clamps-Erection under power block Only

31 (a)Transfer of equipment from Each one mast or support to another- Erection Only

31 (a)Transfer of equipment from Each one mast or support to another- Erection under power block Only

31 (b) Provision of an additional Each bracket assembly/assemblies on a mast or support-Erection Only

31 (b) Provision of an additional Each bracket assembly/assemblies on a mast or support-Erection under power block Only

31 (d) Dismantling of overhead Kilometre equipment - Erection only

31 (d) Dismantling of overhead Kilometre equipment - Erection under power block only

31 (e) Dismantling of feeder / return Kilometre conductor.- Erection only

31 (e) Dismantling of feeder / return Kilometre conductor.- Erection under power block only

31 (f) Splicing and extension of an Each anchored over head equipment - Supply only

31 (f) Splicing and extension of an Each anchored over head equipment - Erection only

31 (f) Splicing and extension of an Each anchored over head equipment - Erection under power block only

31 insulator -Supply only

31 (g) Dismantling of a section Each insulator - Erection only

31 (g) Dismantling of a section Each insulator - Erection under power block only

31 (h) Slewing Erection only

31 (h) Slewing of equipment- Each Span Erection under power block only

31 (i) Dismantling of an isolator- Each Erection only

31 (i) Dismantling of an isolator- Each Erection under power block only

31 (j) Dismantling of a pin/pedestal Each insulators.- Erection only

31 (j) Dismantling of a pin/pedestal Each insulators.- Erection under power block only

31 (k) Dismantlement of OHE mast / Each structure by cutting-Erection only

31 (k) Dismantlement of OHE mast / Each structure by cutting-Erection under power block only

31 (l) Dismantlement of OHE Each mast/structure by breaking the foundation -Erection only SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

31 (l) Dismantlement of OHE Each mast/structure by breaking the foundation -Erection under power block only

31 (n) Dismantling of guy rod - Each Erection only

31 (n) Dismantling of guy rod - Each Erection under power block only

31 (o) Erection of Temporary mast Each including cantilever assembly ,transfer of OHE to New mast and releasing the temporary mast under power / non power block -Erection only

31 (p) Releasing of portal Booms- Each Erection Only

3 (a)(i) Erection of traction masts MT and main masts of switching stations and L.T. supply transformer stations by manual/crane under Power Block Total 7873218.60

Item Breakup - L1-Track Works

1 in 12 Turnouts

Derailing Switch SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY Laying and linking of turnouts of all types including diamond crossings & Derailing switches with 52Kg / 60Kg rail section on PSC sleepers on prepared ballast bed for New lines or during total closure of section at indicated location as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings including rail cutting, drilling, fixing of all components, fittings with housing of tongue rails as per requirement of signaling, preparing ballast bed, filling and spreading of ballast as required, linking of turnout with track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastenings, complete as directed by Engineer in-charge.

1 in 12 Turnouts

Dismantling of existing LWR/SWR TRM track of any structure, removing rails, sleepers, fish plates, cutting of rails, segregation and stacking of released Rails, Sleepers and fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction of Engineer-in-Charge. Shifting & pairing of rails / panels unloaded alongside existing running track to adjoining formation of a new line including crossing of one track, duly lifting & pushing rail / panel without damaging it and taking all necessary precautions, so as not to infringe the running track, as directed by Engineer in-charge. Note: The rail barricading, if disturbed during working, should be restored to its original condition by the agency including re-fixing & concreting as required.

For rails/panels of more than 40m RM length - Under Traffic

For rails/panels of more than 40m RM length - Under Conditions not requiring Traffic Block Providing Centre Line / Rail Level, reference Pegs on formation at an interval of 30 metres on one side or at centre of proposed / existing track, as directed by engineer in- charge for linking of new track / CTR / Deep Screening / Lifting / Lowering works, duly embedding in formation including marking with contractor's paint. Note: (1) Rails/tie bar of suitable size bar shall be supplied by the Railways from nearest Stores Depot. In case of hard wood peg, the hard wood will be supplied by the c o n t r a c t o r. (2) Excavation and concrete work, if required, will be paid separately.

With Tie bar pegs SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Spreading of ballast, from existing cum stacks available along formation on top or at cess, in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes to form consolidated ballast bed of approximately 250mm thickness to a width of 4m symmetrical to centre line of proposed track in correct line & level with all ascents & descents, as directed by Engineer in-charge. Note: Item is inclusive of (a) providing ramp for taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface. Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item.

For sleeper density of 1660 sleepers TRM per km

For sleeper density of 1540 sleepers TRM per km SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

Carrying out cut & connection to the Each existing PSC sleeper track under line block of any rail section and sleeper density to connect the same to newly linked track which is laid by the side, duly carrying out cutting of rails, insertion of additional PSC sleepers, if required, providing fish plated joints including drilling of holes, slewing required length of both tracks to prescribed alignment, adjusting sleeper spacing, providing continuity to track, spreading of ballast to provide cushion, shoulder ballast to the track stretch, giving one round of initial packing to make track fit for 20 kmph speed and boxing of ballast to profile as directed by Engineer in charge. Shifting / Slewing the existing or newly assembled track of any rail section with any type of sleepers and any density under line block to correct locations & alignment and attending to one round kutcha packing to run safely at 20KMPH speed with all contractors tools and consumables complete and as directed by Engineer in-charge.

Maximum Shifting / Slewing up to 1 TRM metre

Maximum Shifting / Slewing for TRM more than 1 metre & up to 2 metres Providing Caution Watchman at a location where caution order is imposed and ensuring to be on continuous vigil and exhibit necessary hand signals to the trains for their passage over caution spot. Note: 1) Prescribed protection equipment shall be supplied by Railways and the same shall be returned after work is over. 2) If Contractor fails to post watchman at any time during one day, penalty at double the accepted rates will be levied and 3) The watchman nominated by the contractor will be screened for suitability as per Railway norms.

For one shift ( 12 Hrs) Total 2820412.23

Item Breakup - L2-Track Works (Weilding Items)

For 52Kg 90 UTS Rails

For 60Kg/60EI- R260 rails 25mm gap 'in-situ' welding during traffic block using Railway's welding portion and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Welding portion and related accessories as per Annexure - I shall be supplied by Railways. All other items required shall be supplied by the Contractor. 2. Welding shall be carried out only by trained welder having valid competency certificate. 3. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 4. Required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer- in-Charge after release from track.

For 60 Kg/60EI-R260 grade Rail, Each Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. SWR-CONST-HQ-ENGG/SOUTH WESTERN RLY

For 52 Kg - 90 UTS or 52 Kg 72UTS Each Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. 25mm gap Cess Welding with Railway's welding portion and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with Contractor's labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including all required handling and rehandling of rails, marking of welded joint, painting weld collar with anticorrosive paint, as directed by Engineer in charge. Note: 1 . Only welding portion and related accessories as per Annexure - I shall be supplied by Railways. 2 . Welding shall be carried out only by trained welder having valid competency c e r t i fi c a t e . 3. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing.

For 60 Kg/60EI-R260 grade Rail, Each Single shot crucible fitted with Automatic Tapping Thimble, 3 pieces Mould (Zircon washed) and Compressed Air Petrol/LPG pre heating technique.

For 52 Kg - 90 UTS or 52 Kg-72 UTS Each Rail, Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique. Flash Butt Welding of 90 UTS rails and finishing of weld to meet the prescribed tolerances and pass all stipulated tests, conforming to IR's Manual for Flash Butt Welding of Rails with latest amendment, using contractor's self-propelled rail cum road / Mobile FBW Plants, tools, equipments and consumables. Item also includes painting with anticorrosive paint as approved and marking of welded joints, pre- straightening & post-straightening of panels and USFD testing of finished weld as directed by Engineer in- charge.

52 Kg on Cess Total 1761366.48