South Western Railway Tender

Supply of LT Metering box with CTs and necessary wiring for housing ETV Meter

releasing of spun pole /RCC Single pole/DP structure along with channels / angles and handing over the same to the stores of concerned ESCOM authorities

Excavation of HT/LT trench along with laying of 160 mm (OD)HDPE pipe (Rate includes excavation of trench and cost of pipe with laying)

Transportation and laying of 11 kV, HTUG Cable of size 3Core 400 sq.mm for 8 insulations High quality clean XLPE compound shall be used (Free from microvoids, Moisture content, ambers and contaminations) with pressure extruded, inner sheeth ROUND WIRE ARMOURED as per IS- 7098 (Part-2) (Cable will be supplyed by stores SSE/CN/BNC)

Supply , fixing , testing and commissioning of outdoor type HT termination kit for termination of 3 core 400 sq.mm 11 KV HT UG XLPE cable

Supply , fixing , testing and commissioning of outdoor type HT straight through jointing kit for termination of 3 core 400 sq.mm 11 KV HT UG XLPE cable

Fabrication, assembling , supply, erection,testing and commissioning of RCC/PSCC pole 9 mtr. / 9.10 mtr. long HT single pole structure scope includes 2 way cross arm with single top support with 11 KV pin insulator / shackle insulator - 3 noss. as per specification

Fabrication, assembling , supply, erection,testing and commissioning of RCC / PSCC 8 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 structures) / RCC spun pole / strut pole / stay set / including all type of poles in any type of soil (for LT, 11KV 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 poles of SP/DP structure / RCC spun pole (for LT/11 KV / 33 KV capacity) / strut pole / all type of poles / stay set foundation including shuttering as required as per specification

Supply and fixing of HT cross arm of size 65x65x6mm and 600mm long fixed on RCC pole with suitable clamp bolt, nuts & washers 8

supply and fixing of HT pin/strain insulator with hardwares 8

supply and fixing of HT disc insulator 11 KV,45KN with hardwares

Supply , fixing , testing and commissioning of outdoor type LT termination kit for termination of 3.5/4 core 240 sq.mm 1.1KV LT UG cable

Supply , fixing , testing and commissioning of outdoor type LT straight through jointing kit for 3.5/4 core 95 to 240 sq.mm 1.1KV LT UG cable

Fabrication , supply, erection ,testing and commissioning of 4 way LT cross arm of size 65x65x6mm, 1.2 mtr long of MS angle duly painted, with fixing clamp, bolts, nuts, washers, etc. 8

Supply and fixing of LT pin / strain insulator with hardware (additional qty.)

Supply,Fixing, testing and commissioning of metal oxide surge lightning arrestors 9 KV,5KA rating for RYB phases with earth connections as per specification

Supply,Erection, testing & commissioning of Gang Operated Switch 200A / 400A, 11 KV single break/double break with support frame suitable for mounting on 11 mtr spun pole/DP structure including all required accessories

Supply , fixing, testing and commissioning of DOLO fuse unit with suitable angle/channel frame for mounting on 11 mtr spun pole/DP structure including all required accessories

Assembling, supply , erection, testing and commissioning of stay set in the foundation with stay tightner, stay rod, stay clamp, stay insulator, stay wire etc. complete set as per specification 8

supply and stringing of ACSR rabbit conductor

Fixing and running of GI earth strip 25x3mm with accessories 8

Pipe earthing arrangements 8

Supply, fixing of GI pipe C class of size 100 mm dia for cable protection

Supply, fixing of PVC rigid pipe of 6 kgf pressure of size 100 mm dia for cable protection

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

Fabrication and supply of one additional arm adjustable with suitable bracket, clamp, etc. for the above pole.

Supply and fixing of Loop in Loop out Box 400 x 400 x 200 mm 16 SWG CRCA powder coated 8 way with terminal block. 8

supply and laying of HDPE pipe of size 50 mm dia

Transportation and laying of LTUG cable of size 3.5/4 core 16 // 3.5/4 core 25 sqmm PVC insulated cable (Cable will be supplied by Stores SSE/CN/BNC)

Supply, testing , commissioning of 72W LED fitting suitable for fixing on the bracket/arm of swaged/ tubular pole as per railway specification with 5 years warranty/50000 burning hours whichever is more 8

Provision of cable route/joint marker as per BESCOM standards 8

Excavation of cable loose coil pit for HT/LT cable as per specification

Supply, fixing of special cross arm of 1.5 mtr long suitable for fixation upon HT/LT pole, spun pole required for drawing more than one number of HT/LT O/H circuits 8

Supply and fixing of 50 mm PVC pipe along with suitable clamping arrangements 8

Supply and fixing of 72W street light LED fitting along with supply of 25 mm dia GI pipe 1 mtr long 'B' class with clamp , bolt , nuts and washers etc

Releasing of existing street light poles with light fittings and handing over to the concerned state government authorities

Trenchless cutting to cross the cable across the track/road duly provided with 90 mm (OD) HDPE pipe to pull 11 KV and 33 KV HTUG / LTUG cable at sufficient depth (Rate includes cutting charges and cost of pipe with laying)

Excavation of HT/LT trench along with laying of 90 mm (OD)HDPE pipe (Rate includes excavation of trench and cost of pipe with laying)

Excavation of HT/LT cable trench 0.4 M width and 1.20M depth in any type of soil including supply and spreading of sand to the thickness for covering the cable and provision of bricks over and across the running of cable and refilling the trench. 8

Supply and fixing of 8SWG earth wire

Supply and fixing of wiring materials from Sintex loop in loop out box to light fitting on octogonal pole / swaged pole with 2.5 sqmm multi strand 3 core flexible PVC insulated copper cable

Supply and fixing of wiring materials from Sintex loop in loop out box to light fitting fixed on GI pipe with 2.5 sqmm multi strand 3 core flexible PVC insulated copper cable 8

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

Supply and fixing of terminal glands to suit 4cx16 / 4cx25 sq.mm LTUG cable 8

Supply ,erection ,testing and commissioning of DP structure

Supply and fixing of PVC conduit pipe 25mm dia wall thickness 2mm +/-0.2mm grey in colour 8

Supply ,erection ,testing and commissioning of 3.3Mtrs TC DP structure 8

Supply and fixing of 3 way ceiling rose 8

Supply and Fixing of 90 KN Disc insulator

Fabrication , supply, erection , testing and commissioning of M+3, M+6,M+9,M+12 heavy steel tower

Supply ,Erection , testing and commissioning of 15 HP ,3 phase, 415 volts 50 Hz AC supply Dewatering submersible sewage pump of make Kirloskar Eterna model no 11000 CW 4PL capable of pumping out the sewage/waste water of 1600 to 4750 LPM

Supply, provision and Erection testing and commissioning of Control panel suitable for the above (sl. No.1) pump set with starter and all protective devices like single phasepreventor, Dry run preventor , etc. 8

Supply and provision of weather proof submersible flat cable 3 core 6 sq.mm 8

Supply and laying of GI pipe class "C" OF 150mm dia with necessary accessories 8

Supply and Fixing of above GI pipe with suitable heavy duty clamps 8

Supply and laying of GI bend class "C" OF 150mm 8

Supply and provision of gun metal sluice valve 150 mm dia and N.R. Valves 8

Provision of Concrete plinth of 1x2x2 fts 8

Erection of above cubicle on a supporting channel with foundation and clamping etc

BASE PIPE FOR FIXING OF ELECTRICAL POLES : Providing and fixing MS / GI pipes 10 150mm dia (inner dia) for fixing the electrical poles to the crash barrier including all materials, labour, lead and lift with two coats of red-oxide paint and basement, poles should be welded with base plate complete as per the direction of Engineer-in-charge.

JUNCTION BOX: Supplying and fixing junction box of size 18x9x6 made of 18 gauge MS plate with clamping arrangement to fix the connectors inside the box as per the drawing and instruction of Engineer-in-charge.

Supplying and providing well graded crushed aggregate as drainage bay backing along the retaining wall/ RE Wall including supplying and providing perforated drainage pipes connecting to the nearby drain including compaction of the filled material at a specified layer thickness as per MORTH specifications and as directed by Engineer-in-charge

Filling coarse grained soil/earth in embankment for road approach as per approved 10 reinforcement earth technology behind the precast facia panels with contractors supply of back fill materials which shall be free from organic or other deleterious materials and shall conform to the mechanical and physio-chemical requirements including mechanical compaction as per MORTH specification and as directed by the Engineer-in-charge

Casting and laying in position M35 grade pre cast concrete facia panel / pre cast CC blocks with architectural finish of suitable size and thickness as per approved drawing, but not less than minimum 140mm thick excluding architectural finishes and including (Earth work excavation for foundation, providing initial leveling pad (minimum 150mm thick and having suitable width) as necessary, using M15 grade plain cement concrete. PCC shall be taken separately as per site 10 situation) necessary connection arrangements for soil reinforcement, necessary coping beam, neoprene sponge joint material between reinforced soil wall facia and crash barriers, the backfill material and the drainage material shall be separated using permeable nonwoven geotextile or synthetic geo grid and approved design, necessary anchor rods at the toe of wall for laying first pre cast CC blocks. Including all materials, labour, lead and lift, hire charges of all plants, machinery, lead lifts, loading, unloading etc., complete as per MORTH specifications and as directed by Engineer-in- charge

Supplying, Assembling, joining and laying of soil reinforcing elements connecting with 10 precast modular blocks, including connecting arrangements, all materials, labour, lead and lift, hire charges of machinery, complete, complying MORTH specifications and as directed by Engineer- incharge . a) Synthetic Geogrid

COMPLETION DRAWING: Preparation and submission of GAD/Completion drawing for the Major bridges/ROBS/RUBs based on soil exploration and water way calculation for fixing suitable 10 span as 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 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 RDSO plan No. ETI/ C/0068 mod 'H' including fabricating steel structures conforming to IS 800-62 or its latest version are as follows. (1) End panel of size 1.55 x 1.80 m with three sides using MS angle of 35 x 35 x 6mm and the gap to be covered with 10G expanded metal of size 50 x 20mm by means of tack welding. (11)Middle panel of 10 size 0.90 x 1.80 m with MS Tee of size 50 x 50 x 6m at ends and MS angle 35 x 35 x 6mm at top and bottom and the gap to be covered with 16G, GI sheet fitted with 10mm dia GI bolts. (111) Painting the screen with two coats of aluminium paint over one coat of Zinc Chromate primer followed by one coat of Zinc chromate red oxide primer of approved quality. (iv) Fitting the screen by means of 'J' bolts of size 10mm dia at 300mm centres in the over head structures to suit site conditions. (v) Complete all the works as shown in the plan and also as directed by the Engineer-in-charge with all lead and lift. (All labour and materials by the contractor). Individual rates for the subitems (i) to (v) should not be quoted are only for guidance. Only consolidated rate covering all the above works

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

Structural design and preparation of detailed structural and working drawing including final GAD for the RCC box of 2x9.00x4.50m(approximate span & height) for 25 t axle load as per Railway bridge code in consultation with Engineering-in-charge. Structural drawings by computer 10 aided design using latest software, including quantity schedule, bar bending schedule and submission of all originals in tracing papers along with flopies after approval by competent Railway authority the contractor has to submit ten copies of each approved drawing to the scale 1200 for General arrangements and 1100 for remaining drawings and all works to be carried out as per the instruction of the Engineer - in- charge and on the basis of Railways GAD.

(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 10 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. 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 5000 m. Dumping 10 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, 10 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. 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.