Tender For Construction Of Tower Wagon Shed, Tower Wagon Siding, Retaining Wall, S & T Works And Earth Work In Embankment At Sakleshpur Railway Yard, Ms Grill Work, Compound Wall And Sheet Roofing Works For Staff Quarters And Office Buildings At Sakl, Mysore-Karnataka

TDR : 55375265

Tender Notice
BOQ

14 Days Left

Mysore , Karnataka

Tender Brief : Tender For Construction Of Tower Wagon Shed, Tower Wagon Siding, Retaining Wall, S & T Works And Earth Work In Embankment At Sakleshpur Railway Yard, Ms Grill Work, Compound Wall And Sheet Roofing Works For Staff Quarters And Office Buildings At Sakl

Document Fees
₹ 14160 /-

EMD
₹ 2579665.0 /-

Tender Value
₹ 12.89 Crore /-

Submission Date
28-05-2026

Competition Type
Indian

Bidding Type
Tender

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1	Construction of Tower wagon shed, Tower wagon siding, Retaining wall, S & T works and Earth work in embankment at Sakleshpur railway yard, MS grill work, compound wall and Sheet roofing works for Staff Quarters and office buildings at Sakleshpur, Chikkamagalur, Hassan, Holenarasipura and Mysuru and Supply of spares and T & P for OHE/PSI depot at Hassan and Mysuru divisional office at Mysuru for SWR
2	SCHEDULE 1- Proposed Retaining wall for Tower wagon shed at Saklershpur in Hassan district
3	SCHEDULE 2 - Construction of Tower waghon shed at Sakleshpur for SWR
4	SCHEDULE 3- Compound wall, grills and sheet roofing works
5	SCHEDULE 4 - Earth work for Tower Wagon Siding at Sakleshpur for SWR
6	SCHEDULE - 5- P-Way works for Tower Wagon Siding at Sakleshpur for SWR
7	SCHEDULE-6, NS items (Track work/P Way)
8	SCHEDULE 7-General Electrical Works
9	SCHEDULE 8-S&T works
10	SCHEDULE 9- Procurement of SPARES, T&P for Hassan Depot
11	SCHEDULE 10-Procurement of Tools & Plants for MYSURU Division
12	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
13	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all life, as directed by Engineer-incharge.2.6.1 All kinds of soil
14	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.2.8.1 All Kinds of Soil
15	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and for all lift.
16	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
17	1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
18	Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cementconcrete work; using coarseaggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard settingof concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement contentin design mix is more than 110% of the minimum specified cementcontent, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
19	All works upto plinth level : Concrete of M25 grade with minimum cement content of 330Kg/cum
20	Centering and shuttering including strutting, propping etc. and removal of form for
21	Foundations, footings, bases of columns, etc. for mass concrete
22	Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc
23	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
24	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110mm nominal size
25	USSOR 2022 ITEM
26	Providing and laying Pitching with 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.
27	Supply of ordinary portland cement 53 grade of approved brands/makes
28	Providing and laying Filter Material as per RDSO Specifications underneath pitching in slopes complete as per drawing and Technical Specification.
29	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
30	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge2.1.1 All kinds of soil
31	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.2.8.1 All Kinds of Soil
32	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and for all lift.
33	Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming andwatering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
34	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
35	1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
36	1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from naturalsources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
37	Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cementconcrete work; using coarseaggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard settingof concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement contentin design mix is more than 110% of the minimum specified cementcontent, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
38	All works upto plinth level : Concrete of M25 grade with minimum cement content of 330Kg/cum
39	All works above plinth and upto floor V level:Concrete of M25 grade with minimum cementcontent of 330 kg /cum
40	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
41	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Total qty of RCC concrete Assuming 125 Kg per cum
42	Centering and shuttering including strutting, propping etc. and removal of form for
43	Foundations, footings, bases of columns, etc. for mass concrete
44	Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc
45	Columns, Pillars, Piers, Abutments, Posts and Struts-GF
46	Suspended floors, roofs, landings, balconies and access platform-GF
47	Lintels, beams, plinth beams, girders, bressumers and cantilevers-GF
48	Weather shade, Chajjas, corbels etc., including edges-GF
49	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)
50	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)
51	Coursed rubble masonry (second sort) with hard stone in foundation & plinth with :Cement mortar 1:6 (1 cement : 6 coarse sand)
52	Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cementconcrete work; using coarseaggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard settingof concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement contentin design mix is more than 110% of the minimum specified cementcontent, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.
53	After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod pf approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge.
54	Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS:16231 shall be paid separately.
55	Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for:
56	(i) Sites with basic wind speed > 45 m/sec as per IS 875 - Part 3
57	(ii) Sites with structure height more than 20m for all wind speeds.
58	Two track two panels sliding window with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body.
59	Using R2 series with frame (40mm & above) x (40mm & above) & sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook (Height upto 1.2 meter)
60	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings /wooden frames with rawl plugs screws etc
61	Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:
62	35 mm thick including ISI marked Stainless Steel butt hingeswith necessary screws
63	Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete :
64	300x16 mm
65	Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete :
66	250x10 mm
67	Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :
68	125mm
69	Providing and fixing pressed steel door frames conforming to IS: 4351,manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle thresholdof mild steel angle of section 50x25 mm, or base ties of 1.60 mm,pressed mild steel welded or rigidly fixed together by mechanical means,including M.S. pressed butt hinges 2.5 mm thick with mortar guards,lock strike-plate and shock absorbers as specified and applying a coatof approved steel primer after pre-treatment of the surface as directedby Engineer-in-charge:Profile BFixing with adjustable lugs with split end tail toeach jamb
70	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
71	Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge)0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 micronsepoxy primer on both side of the sheet and polyester top coat 15-18microns. Sheet should havprotective guard film of 25 micronsminimum to avoid scratches during transportation and should besupplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tappingscrews of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost ofpurlins, rafters and trusses and including cutting to size and shapewherever required.
72	Providing and fixing precoated galvanised steel sheet roofingaccessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester topcoat 15-18 microns using self drilling/ self tapping screws complete :Ridges plain (500 - 600mm)
73	Gutter (600 mm over all girth)
74	Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications :Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture
75	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
76	75 mm nominal size
77	110mm nominal size
78	12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)-Ceiling plastering
79	15 mm cement plaster on the rough side of single or half brick wall ofmix :1:6 (1 cement: 6 fine sand)
80	Inside Wall Plaatering -GF
81	Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour-Two coats
82	Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
83	Finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10sqm)
84	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
85	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
86	62 mm thick cement concrete flooring with concrete hardener topping,under layer 50 mm thick cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20mm nominal size) and top layer12mm thick cement hardener consisting of mix 1:2 (1 cement hardenermix : 2 graded stone aggregate, 6mm nominal size) by volume, hardeningcompound mixed @ 2 litre per 50kg of cement or as per manufacture’s specifications. This includes cost of cement slurry, but excluding thecost of nosing of steps etc. complete.
87	Making plinth protection 50 mm thick of cement concrete 1 : 3 : 6 (1 Cement : 3 Coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm of dry brick ballast 40 mm nominal size well rammed and consoildated and grouted with fine sand including finishing the top smooth
88	Add for plaster drip course/ groove in plastered surface or moulding toR.C.C. projections.
89	Providing and fixing Chlorinated Polyvinyl Chloride(CPVC)pipes,havingthermalstability for hot & cold water supply,including allCPVC plain & brass threaded fittings, i/c fixing the pipe with clampsat 1.00 mspacing. This includes jointing of pipes & fittings with onestep CPVC solvent cement and the cost of cutting chases and makinggood the same including testing of joints complete as per directionof Engineer in-Concealed work, including cutting chases and making good the walls etc. Charge.
90	20 mm nominal dia Pipes
91	25 mm nominal dia Pipes
92	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
93	20 mm nominal dia Pipe
94	32 mm nominal dia Pipes
95	Providing and fixing brass bib cock of approved quality :
96	20 mm nominal bore
97	Providing and fixing brass stop cock of approved quality :
98	20 mm nominal bore
99	Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap).
100	450 mm dia piles
101	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge
102	All kinds of Soils - Total Area
103	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
104	All kinds of soil
105	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.Filling available excavated earth
106	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
107	1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
108	1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from naturalsources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
109	Providing and laying in position ready mixed or site batched design mixcement concrete for reinforced cementconcrete work; using coarseaggregate and fine aggregate derived from natural sources, PortlandPozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard settingof concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishingand reinforcement as per direction of the engineer-in-charge; for thefollowing grades of concrete.
110	Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement contentin design mix is more than 110% of the minimum specified cementcontent, the contractor shall have discretion to either re-design themix or bear the cost of extra cement.
111	All works upto plinth level :
112	Concrete of M25 grade with minimum cementcontent of 330 kg /cum
113	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Total qty of RCC concrete Assuming 120 Kg per cum
114	Centering and shuttering including strutting, propping etc. and removal of form fo
115	Foundations, footings, bases of columns, etc. for mass concrete
116	Columns, Pillars, Piers, Abutments, Posts and Struts
117	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
118	Cement mortar 1:6 (1 cement : 6 coarse sand)
119	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
120	Cement mortar 1:6 (1 cement : 6 coarse sand)
121	Coursed rubble masonry (second sort) with hard stone in foundation & plinth with :
122	Cement mortar 1:6 (1 cement : 6 coarse sand)
123	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
124	Fixed to openings /wooden frames with rawl plugs screws etc
125	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
126	Providing and fixing precoated galvanised iron profile sheets (size,shape and pitch of corrugation as approved by Engineer-in-charge)0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 micronsepoxy primer on both side of the sheet and polyester top coat 15-18microns. Sheet should havprotective guard film of 25 micronsminimum to avoid scratches during transportation and should besupplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tappingscrews of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost ofpurlins, rafters and trusses and including cutting to size and shapewherever required.
127	Providing and fixing precoated galvanised steel sheet roofingaccessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7microns epoxy primer on both side of the sheet and polyester topcoat 15-18 microns using self drilling/ self tapping screws complete :
128	Ridges plain (500 - 600mm)
129	Gutter (600 mm over all girth)
130	Finishing with Deluxe Multi surface paint system for interiors andexteriors using Primer as per manufacturers specifications :
131	Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/10 sqm of approved brand and manufacture
132	15 mm cement plaster on the rough side of single or half brick wall ofmix :
133	1:6 (1 cement: 6 fine sand)
134	Finishing walls with premium acrylic smooth exterior paint with silicone additives of required shade:
135	New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10sqm)
136	Earthwork in cutting in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, materials, plant & machinery, leading all cut spoils either to make spoil dumps or for filling in embankment with leads within 2 km on either side of edge of the cutting(s) including all lifts, ascent, descent, loading, unloading, bailing & pumping out water, if required, clearance of site and all other works incidental thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest updated correction slips and to the satisfaction of the Engineer-in-Charge. Note:(i) Allusable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked away from toe of embankment. (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of theRailways.(iii)Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract.012011 In all conditions and classifications of soil except rock
137	In all conditions and clasifictions of soil except rock
138	Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC,mechanical compaction to specified density and dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS-0004 with latest correction slips.Note:1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching.2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final levels as per prevailing guidelines.
139	Providing of Blanketing over finished formation as per latest RDSO specifications and procedures by supplying materials of approved quality, spreading in layers not exceeding in 30cm in thickness in loose conditions and leveling by motor grader and compacting by vibro roller of required capacity upto desired degree of compaction, finishing to correct profile with all lead and lift, complete in all respect to the satisfaction of the Engineer-in-Charge. Rate includes all labour, material, tools, plants, machinery, testing equipment, testing charges, taxes, Royalties, Octroi etc. and all other incidental charges including compaction. Note: ( i) The work shall be carried out as per RDSO Guidelines and specifications for Design of Formation for Heavy Axle Load (Report No. RDSO/2007/GE: 0014 of November, 2009) for mechanically produced blanketing material for Railway Formation. (ii) The Quality Control tests as prescribed vide Para 12 & 13 of RDSO/2007/ GE:0014 shall be arranged at site by the Contractor, for which no separate payment will be made. (iii) The tenderer is requested to go through specifications of blanketing material as per GE-0014 RDSO specifications. The blanketing material is expected to be manufactured in quarry/ site with pug mill type blender from stone crushed material of required quality as per specification with the grading falling in the enveloping curve. The rate includes the CBR tests, Los Angels Abrasion test, Impact tests, Atterberg limits, Grain size analysis, MDD and all quality tests as per specifications to be carried as per the laid down frequency on blanketing material/ compacted finished blanket surface. (iv) Measurement will be made on finished profile after compaction.
140	Turfing / planting, including all lead & lift and watering as requireduntil properly rooted with.Note: Initially payment of only 40% will be made. Balance 60% willbe paid after 3 months of maintenance period, only if the turfing isproperly rooted on entire turfed area.
141	Turfing with sods, 10cm thick and 20cm square closely laid Sides
142	Provision of barricading with contractor's bamboos / ballies vertical post of 100mm dia. planted at every 2m interval, projecting at least 1.5m above ground level and driven firmly (minimum 0.5m) inside ground and including painting verticals & horizontals with red luminous paints / strips at alternative bay onbarricade. Barricades shall be maintained through out the execution of the work and shall be removed in workman like manner on completion of the work only after instruction of Engineer in-Charge.Note:(1) 60% payment shall be made on provision of barricading at work-site and balance 40% payment after removal of barricades.(2) The released bamboos / ballies shall be the property of the Contractor.
143	With 3 horizontal bamboo / balli members of minimum 50mm dia. spaced equally
144	Exploratory drilling of boreholes down to required depth, drilling of 150mm dia. boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chiselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area.
145	0m to 10m
146	Taking out 100mm dia. & 450mm 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.
147	Conducting laboratory Tests on collected soil samples as per relevant IS code
148	Moisture Contents/Dry Density
149	Atterberg Limit
150	Grain size analysis including Hydrometer analysis
151	Natural Density
152	Unconfined Compression Test
153	Tri-axial Test
154	Dismantling and removing rail of all section & length from track,laid on any type & density of sleeper by removing fish plates,fastenings & fish bolts and other materials including stacking allreleased materials within an average distance of 500 metres asdirected by Engineer in-charge.Note:1.Cutting of rails shall be paid separately.2.Work to be done under traffic block.
155	For Through Rail Renewal work
156	Re-spacing of existing PSC sleepers for Increasing Sleeper Density(ISD) work in track after marking of sleeper spacing as perrequired sleeper density, including fixing all fastenings and initialpacking and all associated work required to complete the work, asdirected.Note: Insertion of new sleeper will be paid extra under relevantitem.
157	For location of work not involving deep screening
158	Cutting / cropping of rail of 52Kg – 72 UTS or lighter section,manually and perfectly vertical with contractor’s labour, hacksawblade and tools & plants.Note:1.Manual cutting should be used only in emergencies with priorpermission of sectional ADEN where machine cutting can not bearranged in time.2.Cutting of Rails with blade and forcing to part by using othermeans to break the rails is prohibited.3.Rails should be cut right through hacksaw blades only.
159	2. Cutting of Rails with blade and forcing to part by using other means to break the rails is prohibited. 3. Rails should be cut right through hacksaw blades onl
160	On Cess
161	Drilling of hole of different diameter and chamfering, in rail of anysection and any UTS manually only in emergencies withcontractor's labours, tools & plants, consumables etc.
162	Hole of dia. 26.5mm and above
163	Spreading of ballast, from existing 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.
164	Spreading of New / SH PSC sleepers along track on either side manually or mechanically including loading, unloading & transportation, if required with lead of every 250m or part thereof upto total lead of 1000m and all lifts
165	Assembling complete BG Turnout on staging, clear ofinfringements, to correct gauge and alignment as per standarddrawings with all types of rail sections over PSC sleepers atspecified locations, duly leading rails, special sleepers, switches,crossings with a maximum lead of 500m, all lift & crossing of trackas required and testing points with S&T staff for throw of switchetc. at station yard after levelling surface complete includinglubrication of all fastenings, complete in all respect.Note:1.Rail cutting and Drilling shall be paid separately2. Required P.Way fittings/fastenings shall be supplied at theSSE/P.Way stores.
166	1 in 12 Turnout
167	Insertion and linking with track, the already assembled BG PSC turnout by slewing with the help of manual labour or by cranes including crossing of one track in traffic block without any damage to track components including preparing ballast bed and providing one round of kutcha packing of ballast under bottom of sleepers to make track fit for 20 kmph speed to required alignment and longitudinal level, as directed by engineer incharge for
168	1 in 12 Turnout
169	Linking of BG track on prepared formation to correct gauge & alignment with Railway's track materials including spreading sleepers at specified spacing, squaring, pairing & fixing rails to sleepers with all types of rail fittings & fastenings including their lubrication as per IRPWM standards. Rate is inclusive of kutcha packing to make track fit for 20 kmph speed : (NOTE: Rail cutting and Hole drilling shall be paid seperately)
170	(b) For sleeper density of 1540 sleepers per km
171	Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual
172	For PSC sleeper Track (BG) : For Sleeper Density of 1540 Sleepers/Km or more
173	First or Second Through Packing of track for all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, as described in Para-238 of Indian Railways Permanent Way Manual {Notes : (1) Rate is for track laid to 1540 sleepers/km density; (2)10% extra to the rate shall be paid in case of 1660 sleepers/km density; (3)Only 80% of the rate shall be paid in case of 1340 sleepers/km density} - 4) General lift is normally 25 mm and isolated lift may be upto 50 mm.
174	For PSC Sleeper Track (BG)
175	Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work, as described in Para-238 of Indian Railways Permanent Way Manual Notes : (1)Rate is for track laid to 1540 sleepers/km density; (2)10% extra to the rate shall be paid in case of 1660 sleepers/km density; (3)Only 80% of the rate shall be paid in case of 1340 sleepers/km density} - (4) General lift is normally 25 mm and isolated lift may be upto 50 mm.
176	For PSC Sleeper Track (BG)
177	First and second through packing of points and crossing including gauging, fittings recoupment, elimination of sag and to the required alignment as per provisions of Indian Railways Permanent Way Manual
178	1 in 12 PSC layout
179	Third or subsequent through packing of points and crossing including gauging, fittings recoupment, elimination of sag and to the required alignment as per provisions of Indian Railways Permanent Way Manual -
180	1 in 12 PSC layout
181	Leading all type of Pway materials by road vehicle to destination excluding loading / unloading, with contractor's vehicle, crew, consumables, labour tools & plants etc.
182	Lead upto 10 Km
183	Extra to item no. 171131 for additional lead over 10Km for every 5 Km lead or part thereof upto 100 Km
184	Extra to item no. 171131 & 171132 for additional lead beyond 100Km for every 5 Km lead or part thereof upto 400 Km
185	Extra to item no. 171131, 171132 & 17113 for additional lead beyond 400Km for every 5 Km lead or part thereof upto 1000 Km
186	Supply of machine-crushed stone ballast on cess as per RDSO specifications for track ballast: IRS-GE-1 of June, 2004 from outside railway limits stacked in specified quantities alongside the proposed alignment on either side of track, in yards and at locations as per site requirement as directed by the Engineer.Note 1:Payment will be made on actual stack measurement for gross quantities without any deduction for voids in followingstages: (i) 95% on receipt at site, acceptance, measurement, account, proper storage and protection against loss, damage or deterioration; and (ii) balance 5% after training out.Note 2:i) Wherever sufficient railway land is not available, contractor will have to arrange land for supply and stacking of ballast at his own cost for which extra payment as per item no. 3001a will be admissible
187	Supply of rail metal liners to fix 60 kg rails to 60 Kg PSC sleeprs to RDSO drg no. T-3740At the rate of 4 for each sleeper for 65 mtr track length
188	Supply of Groved rubber sole plate suitable for 52/60 Kg rail on 60 Kg PSC Sleepers as per drawing no. RDSO/T-3711At the rate of 4 for each sleeper for 135 mtr track length
189	Supply of GFN liners suitable for 60Kg rail on 60 Kg PSC sleepers as per drawing no. RDSO/T-3706At the rate of 4 for each sleeper for 135 mtr track length
190	Supply of Elastic Rail Clips as per Drg No RDSO/ -3701For 200mtr track length
191	Supply of 610 mm long Fish plate for 60 kg rails as per RDSO Drg No. RT- 1898 (1 Set including 2 fish plates and four bolts) For rail joints
192	Transportation of class I / class II Rails (of any section) up to13 m (other than guard rails and cut rails less than 2 m long)from anywhere in India including collecting small quantities ofrails from various scattered locations in mid section / yards /LCs / any other location over Indian Railways includingcollection of rails from along the railway alignment and moving to nearest road approach point for further transportation (by the same contractor or by a different contractor as decided by the Engineer-in-Charge) as directed to any specified location of the project or to P way depot by contract's road lorry/ tractor/trailer including handling, re-handling, multiple loading and multiple unloading as reguired using road crane or any other mechanical means only (manual loading or manual unloading is not permitted at any stage of multiple loading or multiple un loading) away from running track, stacking / arranging them in a systematic and countable manner on the formation at specified location as directed with contractor's skilled personnel tools and plant, vehicles, machinery, fuel, consumable, loading, unloading with all incidental charges and in all kind of weather condition and site condition including crossing of tracks where ever required duly observing all safety including all lead, ascent, descent, taxes, fee etc completely as directed by the Engineer-in-charge
193	For a lead from more than 0 km and less than 100 km
194	Extra over above for a lead from more 100 Km upto 400Km
195	Fusion welding of 60/52 Kg rail joints by AT-SKV process to IRS specifications T-19-2012 with A& C correction slip no. 1 of april 2013 and as amended from time to time and manual of fusion welding of rails by alumino termic process 2012 (using 3 piece mould prefabricated mould (zircon washed) single shot crucible fitted with automatic tapping of molten metal with latest amendments complete for conversion of free rails into panel / LMR and replacement of defective welds in citu/cess with all contractors weld portion, moulds, sand, equipment, labour, fuel, consumables etc. including painting with one coat of bituminous back confirming to latest amendments IS:9862-1981 as per annexure- 6 of manual for fusion welding rails by Alumino Thermic process 2012 on the welded area upto 10cms on either side of the weld leaving the rail table and two gauge faces and trimming, filling, grinding anf finishing of welds.
196	USFD testing of 60/52 Kg welds as per RDSO manuals and submitting the reports on Profoma as directed by the Engineer.
197	Supply of BG 60 Kg mono-block PSC wide base sleepers including transportation for track BG 60 kg RDSO Drawing no T 8527 with MCI inserts as per RDSO drawing and stacking the same as directed by engineer in chargeTotal no of sleepers @ M+4 density
198	Suppy and fixing of 52 Kg pit line bearing plate with all necessary fittings required for track work above inspection pit.
199	Schedule 7 - Part I - DSR E & M - 2025
200	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.
201	Group C
202	Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.
203	2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
204	2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
205	2 X 4 sq. mm + 1 X 4 sq. mm earth wire
206	Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
207	25 mm
208	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A Modular socket outlet and 5/6 A modular switch, connections etc. as required.
209	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.
210	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings).
211	Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
212	4 way (4 + 12), Double door
213	Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
214	Single pole
215	Double Pole
216	Triple Pole
217	Supplying and fixing following rating, double pole, (single phase and neutral), 240V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.
218	Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required
219	LED Batten light (System lumen efficacy >135 lm/Watt) Supplying, installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS :10322 with driver (Replaceable) as per the requirement with Driver efficiency >85% ,Operating voltage AC 140 270 Volt, frequency 50/60 hz, Operating temp range -5 0C to 40 0C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P.F.≥0.95, IP20, CRI >80, Flicker free (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K/ 4000°K/ 5700°K/6500°K (As per ANSI Bin), SDCM (Standard Deviation Color Matching) <3,Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard.
220	Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm)
221	36 watt LED Batten Light
222	LED Street light fixture, powder coated pressure die cast aluminium body (System lumen efficacy >135 lm/Watt). Supplying, Installation, Testing & Commissioning of Street light LED fixture, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 0C to 50 0C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle as per IESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time (LED,Driver & electrical circuitary) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <5, Maximum power consumption should not more than the specified rating and
223	Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C).
224	45 watt
225	Schedule 7 - Part II- ESCOM- SR 2023-24
226	1.1 kV, XLPE or Heat resistant PVC insulated, PVC exutruted Inner Seath Armoured LTUG Cable as per IS-1554 (Part-1) or IS-7098 Part-1, Armouring strip thickness and resistivity as per IS-3975
227	LT UG-50 Sqmm, 3.5 Core, (16 GI Strips-4 x 0.8 mm)
228	16 Sqmm, 4 Core, (11 GI Strips - 4 x 0.8 mm)
229	Laying of cable in Existing Trench/Gl pipe/Stone Ware/ RCC Hume pipe using Wooden/Aluminum Rollers as directed by the departmental staff -
230	LT UG Cable Laying-35 to 95 Sqmm
231	LT UG Cable Laying-2.5 to 25 Sqmm
232	Heavy Duty Copper Terminal Long Barrel
233	50 Sqmm Copper Terminal, Apprx Wt: 26 Gm
234	25 Sqmm Copper Terminal, Apprx Wt: 11 Gm
235	Brass Cable Gland
236	PVC insulated armoured, unscreened,underground railway signaling copper conductor cable confirming to RDSO specification No. IRS:S-63/2014 & IS:1554(part-1) (Rev 4) with Amendment -2 or latest of sizes:
237	supply of outdoor signalling 19 core x 1.5 sq.mm.
238	supply of outdoor signalling 12 core x 1.5 sq.mm.
239	supply of outdoor signalling 2 core x 2.5 sq.mm.
240	supply of outdoor signalling 2 core x 25 sq.mm.
241	Universal plug in type, AC lamp proving relay (metal to Carbon contact) for LED signal lamp as per RDSO Spec STE/E/Relays/AC lit LED signal/09-2002 and BRS:941A.
242	BATTERY Supply of Low maintenance stationary secondary cells 2V-80AH capacity as per IRS: S 88/2004 Version 1.0 or latest.
243	CHOKE Supply of B Type choke, confirming to RDSOspecification No.IRS:S 65:83 version 1.0 or latestspecification.
244	CHARGER Supply of Track Feed Battery charger, 110V AC as per latest specification No. IRS :S-89-2013 ver 1.0 or latest. Charger shall be of 10Amp output capacity suitable for charging 80AH battery and No. of Lead acid cells, 2/3/4.
245	RESISTANCE Supply of Track feed regulating resistance disk type 0 to 30 ohms as per Drg.No.SA.20161/06/M or latest.
246	Supply of Channel bond pins single groove 7mm dia.single groove as per specification IRS: S 17-75 Rev.3 or latest.
247	Supply of Track lead junction box - FRP type with 4 terminals and stumps with necessary inspection as per latest specification/drawing.
248	Supply of Wire rope 6/19 steel 6mm dia with fiber coreas per Spec no. IS3459/2004 or latest with PVCsheathing of 2 mm thick type 6compound IS 5831/1979or latest (outer dia 10mm.)
249	TRACK RELAY Supply of Track Relays, Plug-in type, Style QTA2 - 9 Ohm, 2F-1B Contacts, metal to carbon with plug boards, connectors and retaining clips as per RDSO specification No. BRS:939A & 966(Appx F2) & IRS:S 23–88 Amdt.1, S34 & 60, STR: SIQ 0420 Ver.1 orlatest. The interlocking code for this relay shall beFGHKX.
250	Provision of DC Single/ Double rail track circuitingPoint zone to suit RE/Non-RE areas as per approvedsignaling plan using Plug-in type track relays. This workincludes provision of double bonding, and paralleljumpers, provision of bond wire clips, provision of tracklead connections using 2c X 2.5 sq.mm cable, provisionof TLJB boxes 2 Nos. at Relay end, 2 Nos. at Feed endand 2 Nos for parallel jumpers as necessary to suitlayouts, for each Track Circuit, and termination ofjumpers and tail cables in track lead junction boxes,installation of relays, track feed battery chargers tocharge up to 4 cells, track feed resistance, B type choke and secondary cells - 80 AH capacity in apparatus cases and wiring with wire PVC 3/0.75mm copper. The work also includes painting of track Circuit No. with Feed end/ Relay end details on the TLJB boxes. The work also includes provision of insulations for gauge tie plates and nose crossing plates wherever required. (Provision of rail joint insulation is not covered in this item) (Uninsulated gauge type plate and nose crossing plate will be supplied by Railways. Supply of track feed battery charger, B type choke, track relays, uncharged secondary cells (2V - 80AH), TLJB boxes with stumps, 2cX2.5 sq.mm cable, is not covered in this item). [track feed resistance, Gauge tie plate and nose crossing plate insulations, PVC/Nylon bushes for TLJB boxes, PVC sleeves, all types of fixing bolts and nuts with spring and flat washers, teakwood stand for fixing track feed resistance, GI bond wire 8 SWG, Channel bond pins, bond wire clips, paints and all other miscellaneous materials shall be supplied by the contractor. Secondary cells-80 AH capacity shall be charged by the contractor through reputed charging agencies].
251	Supply of 10 Sq mm Multi-strand single core PVC Insulated copper cable as per IS:694 for connecting MEEB & SEEB and SPDs; SPDs to MEEB.
252	Supply of 35 sq.mm multi strand single core PVC insulated copper cable as per IS:694 for connecting main earth electrode to MEEB in the equipment room in duplicate
253	Provision of Earth Electrodes as per RDSO Drawing SG/SWR/057 and Earthing of metallic sheath and armour of all cables in all apparatus cases, relay room, equipment room, ASM room for block and control, and earthing of all equipment’s in apparatus cases, power room, relay rack, cable termination rack, control panel, signals, lever frames with MS of flat 35mm X 6mm or 19c cable (MS flat for closer by areas and MS flat/19c cable combination for farther areas) as per the instructions of Railway representative at site. The work includes painting of earth resistance value on the earth pit. (Supply of 19C cable is not covered in the scope of this schedule). [MS flat for earthing 35mm X 6mm, cement, GI earth electrodes, common salt, charcoal, country bricks, river sand, soldering materials and all other miscellaneous materials required for the work shall be supplied by the Contractor]
254	Filling earth around location boxes/signal foundations for a width of 0.5m on all sides, up to a level 150mm below the foundation top. This work includes consolidation of earth by watering and ramming. The earth shall be taken from Railway premises as instructed by Railway representative at site.
255	Supply of Colour Light Signal Multi Unit type - complete set for 2 aspect with mounting socket, as per latest specification.
256	Supply of FRP 2 aspect color light unit assembly as per RDSO Spec. No. RDSO/SPN/194/2006 Rev .2.0 or latest (Terminal box, mounting socket, hood, side flange and fixing bolt & nut, eye bolt, M12 bolt-3 Nos. and Fixing bolt 08 Nos)
257	Supply of apparatus cases Full size as per latest secification/drawing specification/drawing. ]
258	Excavation of pit, casting concrete foundation and erection of Apparatus Case Full size as per Drg. No. SG/SWR/055 and fixing of 2 nos of \\"E\\" type locks, one for the front door and another for the back door, fixing of one hard wood shelf plank 37mm thick and painting the apparatus case inside and outside with one coat of red oxide and two coats of aluminium paints, along with painting of termination and equipment particulars on the doors of apparatus cases as per instructions of railway representative at site. (Supply of apparatus case is not included in this item). [ Foundation bolts & nuts, 'E' type locks, cement, river sand, stone jelly of size 20/25mm, hardwood plank of 37mm thick, paints, varnish, fixing bolts & nuts and all other miscellaneous materials required for the work shall be supplied by the contractor].
259	Excavation of pit in and around the existing Full location boxes very carefully without damaging the working cables and Shifting and turning the Full location boxes (Apparatus Cases) to clear of the infringement as instructed by the Railway representative at site. The work includes ensuring the safety of the signaling system, releasing the cable coils to give access for shifting/turning the location boxes. Necessary masonry work and earth work in and around the location boxes to the required level shall be done as instructed by the Railway representative at site. If the existing earth connections to the location boxes are disturbed, the earth wires shall be properly re-connected. [All materials required for the work shall be supplied by the Contractor].
260	Supply of AC Immunized Relays, Plug in type style \\"QSPA1\\" 8F/4B contacts, DC Neutral line Relay, slow to pick up, working voltage 24V DC, metal to carbon, complete with plug board, retaining clip and connectorsas per RDSO Specification No. BRS:933A, IRS:S:34, IRS:S:23; IRS S 60-78, STR: SIQ 0420 Ver.1 or latest. The interlocking code for this relay shall be ABDEJ.
261	Supply of NON-AC Immunized Relays, Plug-In-Type, style QN1, 8F/8B Contacts, DC Neutral line Relay, working voltage 24V DC, metal to carbon, with plug board, retaining clip and connectors as per RDSO Specification No BRS:930, IRS: S: 34 & IRS: S: 23, STR: SIQ 0420 Ver.1 or latest. The Interlocking code for this relay shall be ABCDF..
262	Supply of AC immunized Relays plug in type style QBCA-1, 2HF/4B contacts, DC Biased contractor Relay, Tractive armature, working voltage 24V DC with Heavy duty front contact, Metal to carbon complete with plug board, retaining clips and connectors as per RDSO specification No. BRS 943, IRS. S.34, IRS.S.23
263	Supply of AC Immunized Relays, Plug-In-Type style QNA1, 8F/8B Contact, DC Neutral line Relay, working voltage 24V DC, metal to carbon with plug board, retaining clip and connectors as per RDSO Specification No BRS:931A, IRS: S:60, IRS:S:34 & IRS:S:23, STR: SIQ 0420 Ver.1 or latest. The Interlocking code for this relay shall be ABDGH
264	Supply of Ground type shunt signal - complete with surface base, signal pole, hood etc., as per latest specification.
265	Excavation of pit and casting concrete foundation as per Drg, No.SG/SWR/053 using metallic templates, for erection of Ground type colour light Shunt Signal. [Foundation bolts and nuts, cement, river sand, stone jelly of size 20/25mm and all other miscellaneous materials for the work shall be supplied by the Contractor].
266	Erection of Ground type shunt signal complete including surface base, signal pole, LED aspects/ lenses, bulbs with holders (whichever is applicable), fixing of lens guards, number plate, termination of tail cables, wiring of signal unit with PVC wire 3/0.75mm copper, provision of EWS locks and painting of one coat of red oxide and two coats of Aluminium/ enamel paint. (Supply of Ground type shunt signal complete including surface base, signal pole, LED aspects, holder, bulbs, and lenses is not covered in this item). [Wire PVC 3/0.75mm copper, lens guards, EWS locks, Enameled number plates, bolts and nuts, lead wool, paints and all other miscellaneous materials shall be supplied by the Contractor].
267	Supply of Signal aspect - LED Signal Lighting Unit Red with current regulator, as per RDSO specification No. RDSO/SPN/199/2010 revision 1.1 or latest.
268	For Yellow aspect -Supply of Signal aspect - LED Signal Lighting Unit Yellow with current regulator, as per RDSO specification No. RDSO/SPN/199/2010 revision 1.1 or latest
269	Supply of Signal aspect -Shunt LED Signal Lighting Unit with current regulator, as per RDSO specification No. RDSO/SPN/153/2011 Rev 4.1 or latest
270	Supply ARA Terminal block 6 Way, 25 mm Centre, made up of PBT as per RDSO Specification No. IRS.S.75/2006 (Rev.2) or latest.
271	Supply of PBT terminals 60mm centre as per RDSO Specification No. IRS.S.75/2006 (Rev.2) or latest
272	Supply of 60mm center PBT Fuse blocks as per RDSO Specification No. IRS.S.75/2006 (Rev.2) or latest.
273	Supply of hylam sheet, resin bonded, 6mm thick, grade P3, to IS specification IS: 2036 of 1974 or latest and size 2400mm X 1200mm of colour approved by the site incharge
274	Supply of Electric Point Machine - IRS type 143 mm throw with Lock and detector Slides, Cable termination box with suitable ground connections, Insulation's etc. confirming to RDSO Specification no IRS:S24-2025 Revision 3.0 or latest
275	Supply of insulation's for ’D’ clamp switch extension bracket to suit to universal point machine as per RDSO Drawing supplied by the Railways. (One set consists of ’D’ clamp insulation - 2 No. Nylon insulation bushes 4 No., Nylon insulation washers - 8 No.)
276	Installation of point machine - IRS type 143 mm and connecting all ground connections including wiring and termination in point machine and inter connections between point machine and CT box through PVC hose pipe with 3/0.75mm and 7/1.40mm copper wire and painting. This work includes provision of insulation to stretcher bars, throw bar lug and \\"D\\" bracket wherever required, cutting of notches on the point machines covers to suit crank handle configuration. (Combined type point machine with ground connection, uninsulated stretcher bar, throw bar lug and 'D' brackets will be supplied by Railways. [All types of insulations connected to point work, all type of bolts and nuts, washers spring/flat wire PVC 7/1.4mm copper, PVC hope pipe, paints, PVC/nylon sleeves and all other miscellaneous materials required for the work shall be supplied by the Contractor]
277	Supply of One- Way Relay rack universal type as perRDSO Drawing with MS Frame to suit ’Q’ series relaysscaffolding, POWDER COATED with stainless steel nutsand bolts for fixing the racks and cable ladder made outof MS angle 65mmX65mmX6mm for fixing the racks.Supporting angles. frame mounting triangle base with Jbolts and insulation of required numbers complete to suit QN1/K-50 prewired tag block.
278	Supply of Electric Key Transmitter - Rotary type of required ward Nos. with keys, as per specification/ No. IRS S.21/2001 Rev.1.0 or latest.
279	Supply and Fixing of Normal/Crank Handle Box/Emergency Key Box at Interlocked LC Gates, made of Teak wood with Glass fronted door as per specification. Polishing on all exposed surface and for with EKT inside the box. Micro push switch of suitable make with 2NO+2NC contacts and veeder counter non-reset type and wire them as per the approved circuit diagram. The box should have hinges and pad locking arrangements with one Lock with duplicate keys and key chain with label. (All materials except EKT are to be supplied by the contractors)
280	Fixing of EKT instrument with (or) without crank handle or on suitable fixtures at station/apparatus case, provision of economiser push switch with locking facility, wiring with wire PVC 16/0.2mm copper, provision of teakwood terminal box covered with decolum along with locking facility and painting. (Supply of electric key transmitter and crank handles is not covered in this item). [wire PVC 16/0.2mm copper, wire wound resistance, decolum covered terminal box with locking facility by using 25mm thick teakwood, bolts and nuts, paints, push switches, padlocks and other miscellaneous materials required for this work shall be supplied by the contractor].
281	Erection of One-Way Relay rack with scaffoldingsuitably concreting tri-pod bases and reel insulators with \\"J\\" bolts and nuts. Tripod and other supporting are to be painted in 2 coats with enamel.
282	Supply of Cable termination racks size 880mm x 2Meters made out of 50mmx50mmx6mm thick MS anglewith stainless steel nuts and bolts for fixing of the rackwith POWDER COATED and drilling suitable holes tosuit hylam sheet and relay frames complete as perstandard practice with tripod bases and reel insulators (for K rack, P rack and power rack) and with cable ladder of width 400mm and length of 2 Mtr. The thickness of angle to be 5mm. two angles of 40mmX40mmX5mm to be supplied
283	Erection of CT Rack with scaffolding suitablyconcreting tri-pod bases and reel insulators with \\"J\\" bolts and nuts. Tripod and other supporting are to be painted in 2 coats with enamel.
284	Termination of Main, Tail, Signalling and power cablesand internal wiring on terminal/ fuse blocks in cabletermination Rack at relay room. The work includesfixing of all new cables by teakwood clamp on teakwoodbase plank, fixing of Hylam sheet 10 mm thick forterminal board, varnishing all teakwood items, fixing ofterminals/ fuse blocks on the terminal board, drilling ofnecessary holes, termination of cables, wiring,identification of cables using aluminium tags with letterspunched neatly, as per approved circuit diagram andcable plan, painting of particulars on sleeves. Afterterminations are over, cable entry at the bottom shall beclosed with, cement plastered, the inter-space filled with sand up to base level and the bottom surface shall be sealed with sealing compound. Cable armour to besoldered to earth. (Supply of cable termination racks isnot included in this item). [All bolts and nuts withwashers, Hylam Sheet 10 mm Thick, cement, sand, stone jelly, Teak wood base, paints and all other miscellaneous materials required
285	Provision of interconnection between relay racks,cable termination racks, SM's control panel, batteryroom, power room, termination and wiring at stations(up to 5 roads). The work involves laying ofunderground cables in the duct as well as with clampingarrangements on the walls, supply and fixing ofaluminium ladders and supports with 3mm thick phenolic sheet for running the cables in the relay room.Interconnection shall be carried out with signalingmulticore cable (skinned/ unskinned) and power cables as per the instructions of Railway representative at site. The work also includes termination of the interconnection cables on 50-way terminals in the relay rack/ control panel, cable termination rack etc. After theinterconnection cables are laid, the ducts shall be filledwith sand and closed. Wherever required the cables shall be taken to other floors in the building by clamping them on MS angles and flats grouted on the walls.SUPPLY OF interconnection cables is not included in this item). [2BAterminals, Aluminium ladder arrangements using37mmx37mmx5mm aluminium angles and 25mmx6mmaluminium flats, aluminium supports, phenolic sheet - 3mm thick for bottom of aluminium ladders, MS angles and flats, bolts and nuts, concreting materials, and all other materials required for the work shall be supplied by the contractor].
286	Carrying out Alterations to the existing relays in therelay racks/apparatus cases as per the approved circuitdiagram using wire PVC 16/0.2mm copper. The workincludes painting alterations and releasing the unwanted wires carefully without disturbing the existing wiring. [Wire PVC 16/0.2mm copper, soldering materials,bunching threads, condensers, resistances and teakwood plank for fixing them and all other miscellaneous materials required for the work shall be supplied by the Contractor].
287	Releasing of Existing relay racks/ Cable terminationracks along with all the terminals, fuse blocks, relays,with jacks, holding clips etc., 50-way boards, terminals,connecting wires, cables etc., carefully without causingany damage, accounting and stacking them neatly at aplace as instructed by Railway representative at site.After releasing, the floor shall be levelled and cementplastered.
288	Termination of main, tail, signalling and power cables on PBT fuse block on phenolic sheet and internal wiring on fuse blocks in new apparatus cases, cable termination boxes and in gate lodges excluding cable termination rack at relay room. The work includes fixing of all new cables by teakwood clamp on teakwood base plank, fixing of phenolic synthetic industrial fiber base fine waves cotton fiber board 6mm thick for terminal board to suit each apparatus case, varnishing all teakwood items, fixing of terminals/ fuse blocks on the terminal board, drilling of necessary holes, termination of cables, wiring, identification of cables using aluminium tags with letters punched neatly, as per approved circuit diagram and cable plan painting of particulars on sleeves and also on the inner side of the doors of apparatus case. After terminations are over, the side openings of apparatus case foundation shall be closed with brick work, cement plastered, the inter space filled with sand up to base level and the bottom surface shall be sealed with sealing compound. (Supply of PBT terminals and fuse blocks is not covered in this item). ( cement, teakwood cable clamp 50mmX 50mm, base planks 100mm x 25mm, phenolic synthetic industrial fiber base fine weave cotton fiber sheet - 6mm thick to IS specification 2036 -1995 - type F5, PVC / Nylon sleeves , varnish, paints, bolts, nuts, and washers, non-deteriorating type of fuses of various capacities, Aluminium cable tags, sealing compound, country bricks 220mm X 100mm X 60mm, copper bus bars, brass screw, sand, wire PVC 3/0.75mm copper and other miscellaneous materials shall be supplied by the contractor)
289	Termination of main, tail, Signaling and power cables of Cables on 25/60mm PBT terminals and internal wiring by fixing additional terminals on the Existing terminal boards of apparatus cases, cable termination boxes etc. The work includes fixing of all new cables by teakwood clamp on teakwood base plank, varnishing all teakwood items, fixing of terminals/ fuse blocks, on the existing terminal boards, drilling of necessary holes, termination of cables, wiring, identification of cables using aluminium tags with letters punched neatly, as per approved circuit diagram and cable plan, painting of particulars on sleeves and also on the inner side of the doors of apparatus cases. After terminations are over, the side openings of apparatus case foundation shall be closed with brick work, cement plastered, the inter-space filled with sand up to base level and the bottom surface shall be sealed with sealing compound. (Supply of PBT terminals and Fuse blocks is not covered in this item). [Cement, teakwood cable clamp 50mm x 50mm, base planks 100mm x 25mm, PVC/Nylon sleeves, varnish, paints, bolts, nuts and washers, Non-deteriorating type of fuses of various capacities, Aluminium cable tags, sealing compound, country bricks 220mm x 100mm x 60mm, copper bus bars, brass screw, sand, wire PVC3/0.75mm copper and other miscellaneous materials shall be supplied by the Contractor].
290	Excavation of cable trench in all kinds of soil except hard rocky areas including clearing of roots of trees, rocks, bushes etc. to a depth of 1.0 Mtrs and to a width of 0.3 Mtrs. (Laying of cables is not included in this item).
291	Horizontal direction drilling/boring without damage of surface road/track using Auger Machine (HDD machine). The bore shall be upto 200 mm dia& shall be done at the depth of minimum 1200 mm from the ground level. The ground level shall be considered ignoring the bank height of the bank of the road. The length of the bore shall be minimum 4 Mtrs long. This includes insertion of different dia DWC-HDPE pipe/GI pipes coupling etc. as per direction of Engineer Incharge. Note:- Pipe Supply is not covered under this item. Contactor shall provide all material required for boring and adequate nos. of labours for proper laying of cables into the bore. Cable shall be laid cautiously so that it should not get damage due to rough handling & pressure on cable.
292	Excavation of trench to a depth of 1 Mtr. for road crossing of cables, laying of DWC/HDPE/RCC pipes with collar/ coupling, refilling of trench by ramming and consolidating it and resurfacing it to the original position. Laying of cables is not included in this item. (Supply of DWC/HDPE/RCC pipes with couplers/ collars is not included in this item).
293	Digging of cable trench to a depth of not less than 30CMs in rocky terrain, concreting the trench with 150mm thick concrete with 1 cement, 2 sand, 4 grade stone 20mm nominal size. (All the materials are to be supplied by the contractor).
294	Provision of GI pipes (50/100/150mm dia) for cable laying with offset at both ends and with couplings over RCC Bridges/ Drainage/ Culverts with concrete masonry supports of size 300mm x 300 mm x 300 mm at an interval of 2m. The ends of the pipes shall be closed with brick masonry abutments work so that no cable is exposed, the work shall be carried out as per the instructions of Railway representative at site. (Supply of GI pipes with couplings and laying of cables is not included in this item). [Stone jelly of size 20/25mm, bricks, sand, cement and all other miscellaneous materials required for the work shall be supplied by the Contractor].
295	Supply of GI pipes - 150mm dia-4.8mm thick as per latest specification.
296	Supply and Placing of Trunking and Capping (RCC Duct) of size 700mm Length X 500mm Width X 260mm height & Suitable cover plate of 40mm thickness as per Drg.No.SDO/Cable laying/ 007 (Annexure-10) as detailed in document No. RDSO/SI/G/2010 Ver.1.1 or latest on 'Guidelines on signalling cable laying'.
297	Laying of Signaling/Power/Telecommunication cables as per cable plan in cable trenches, masonry ducts, RCC Pipes, DWC pipes, GI Pipes etc. (Supply of cables is not included in this item).
298	Installation of combined type point machine IRS type and Connecting all ground connections including wiring and termination in point machine and interconnections between point machine and CT box through PVC hose pipe with 3/0.75mm and 7/1.40mm copper wire and painting. This work includes provision of insulation to strelcher bars, throw bar lug and \\"D\\" bracket wherever required, cutting of notches on the point machines covers to suit crank handle configuration. (Combined type point m a chinewith ground connection uninsulated stretcher bar, throw bar lug and 'D'brackets will be supplied by Railways. [All ypes of insulations connected to point work, coal bengal, all type of bolts and nuts, washers spring/flat wire PVC 7/14mm coppe hose pipe, paints, PVC/nylon sleeves and all other miscellaneous materials required for the work shall be supplied sby the Contractor). (Rails of diferent lengths will be supplied by Railways. The Contractor has to cut the rails to the required lengths as per the requirement)JGI pipes 25mm thick, barbed steel wire, MS angles 50mmx50mmx5mm and MS flats 50mmx5mm for fabrication of gate, and all other miscellaneous materials required for the work shall be Supplied by the Contractor\|.ISR-SOR: (10)236]
299	Excavation of pit, casting concrete foundation and erection of apparatus case full size as per Drg.No.SG/CN/02/6 and fixing of 2 Nos. of 'E' type locks, one for the front door and another for the back door, fixing of one hard wood shelf plank 37mm thick and painting the apparatus case inside and outside with one coat of red-oxide and two coats of aluminium paints. (Supply of apparatus case is not included in this schedule). [Foundation bolts & nuts, 'E' type locks, cement, river sand, stone jelly of size 20/25 mm, hardwood plank of 37mm thick, paints, varnish, fixing bolts & nuts and all other miscellaneous materials required for the work shall be supplied by the Contractor.] [SR SOR - (10)201]
300	Alteration of wiring in existing apparatus cases single/half.This includes supply of all materials in connection with alteration in wiring except Railway supply items and ARA terminals.
301	Supply of Basic material to construct Unit maintenance free earth as per RDSO spec. No. RDSO/SPN/197 Ver.1.0 or latest. consisting of a) copper bonded steel electrode of 3.0m long, 17.0 mm dia with copper bonding thickness mini 250 micron and UL listed and marked--1 no. b) Earth enhancement compound of RDSO approved brand supplied in sealed bags of min 10 Kgs-03 No. c) Copper strip of 150X25x6mm to terminate earth rod-1 No. d) Copper strip of 300X25x6mm (MEEB)-1 No. e) Copper strip of 150X25x6mm (SEEB)-1 nos
302	Installation of Unit Maintenance Free Earth Pit as per RDSO specification No.RDSO/SPN/197 Ver.1.0 or latest and as per Technical Specification
303	Carrying out Alterations to the existing SM's control panel. The work includes drilling of holes on the Top plate wherever required, fixing and wiring of knobs, buttons, counters, LEDs with holder, closing of unwanted holes, carrying out painting alterations on the panel, termination of additional cables and carrying out alteration to the existing wiring as per approved circuit diagram, releasing of unused wires, and painting of particulars as per the instructions of Railway representative at site. (Supply of knobs, buttons and counters is not included in the scope of this schedule). [LED lamps with holder, paint, soldering materials and all other miscellaneous materials required for the work shall be supplied by the Contractor]
304	Alteration to panel to incorporate additional line according to the plan with signals and points for 2/3/4/5/6 Road station
305	39456-Complete Indoor work of installation, wiring and commissioning for modifications in existing PI/EI/RRI STATIONS/Cabins of upto 50 routes as per Signal Interlocking plan
306	38451-Supply of spare domino unit with cover plate.
307	39308-Design and development of outdoor drawings for outdoor signalling work for modification in existing PI/EI/RRI station
308	Design of SIP in Auto Cad. Initially, contractor shall submit 3 copies for approval of Railways. One set will be returned duly approved for making a fair copy or for re-submission for approval after incorporating the changes as required by Railways. After carrying out changes, three Hard copies to be submitted for Railway Approval. After approval, Auto Cad copies to be submitted in USB pen drive along with approved copy in Tracing film and six copies of final approved drawing (Ammonia Print or print as approved by Railway) in properly bound booklet along with its scanned copy. -For a Five-Line to six lineStation
309	39306-Preparation of Station Working Rules , CRS papers etc as Practice in Railways for yards/LC Gates/IBH
310	39501-EXISTING DATA LOGGER: Supply of new CMU Unit, Installation, rewiring, testing and commissioning of existing data logger
311	T & P ITEMS TO BE KEPT FOR OHE MAINTENANCE PER DEPOT
312	Supply of TRIFOR 2.5 TONNE /1.5 TONNE WITH 20M STEEL ROPE as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
313	Supply of TRIFOR 5 TONNE /3 TONNE WITH 20MM STEEL ROPE MULTIPURPOSE, PORTABLE, UNIVERSAL, GEARLESS, HAND OPERATED PULLING AND LIFTING MACHINE, SUPPLIED COMPLETE WITH TELESCOPE OPERATING HANDEL AND 10 MTR LENGTH OF WIRE FITTED WITH D-SHACKLE. CAPACITY: 3.2 TONNE LIFTING AND 5.2 TONNE PULLING. as per RDSO specification no TI/SPC/OHE/TOOLPL/0990 WITH A&C SLIP NO.1, complete including handing over to the depot as per direction of Engineer
314	Supply of PULL -LIFT 3/4 TONNE (WITH LOOP TYPE CHAIN) as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
315	Supply of DROPPER MAKING JIG 5MM WIRE STRAIGHTNER FOR DROPPER WIRE as per RDSO specification no POWER/RLY/7861, complete including handing over to the depot as per direction of Engineer
316	Supply of COME ALONG CLAMPS FOR CATENARY WIRE SUITABLE FOR 19/2.108 MM CONDUCTOR as per RDSO specification no POWER/3981, complete including handing over to the depot as per direction of Engineer
317	SUPPLY OF CONTACT WIRE ENDING CLAMP COMPLETE ASSEMBLY, CLAMP BODY (PART NO.1118-3), WEDGE (PART NO.1119-3) AND PART NO.263 WITH FASTENERS (SPLIT PIN & WASHER) SUITABLE FOR 107 SQ. MM CONTACT WIRE as per RDSO specification no TI_SPC_OHE_Fittings_0130_with A_C_Slip_No_1, ETI-OHE-13 (4-84) may 2018, complete including handing over to the depot as per direction of Engineer
318	Supply of UNIVERSAL COME ALONG CLAMP (M.S. STEEL BODY) SUITABLE FOR COPPER CONDUCTOR OF SIZE 65 SQ.MM TO 150 SQ.MM of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
319	Supply of RAIL JUMPERS WITH RAIL CLAMPS AT BOTH END WITH 13 MTR. LONG PVC COPPER CABLE as per RDSO specification no ETI/OHE/3/(2/94) with A& C slip no 1 (04/95), complete including handing over to the depot as per direction of Engineer
320	Supply of RAIL JUMPERS EXTENSION WITH CLAMPS AT ONE ENDS 16 SQ.MM COPPER CABLE 14 MTRS LONG. Of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
321	Supply of EARTH DISCHARGE ROD COMPLETE (LIGHT WEIGHT 11 KGS) EARTH DISCHARGE ROD ASSEMBLY FOR 25KV AC TRACTION TO BE SUPPLIED ALONG WITH TWO RAIL CLAMPS, TOP CLAMP(10MM TO 20MM DIA CONDUCTOR), AND CABLE 9 METERS LONG WITH CANVAS BAG as per RDSO specification no (ETI/OHE/51(9/87) Re.1, Oct 92), complete including handing over to the depot as per direction of Engineer
322	SUPPLY OF ALUMINUM LADDER A-TYPE 10FEET PLATFORM HEIGHT, FOLDABLE ALUMINUM LADDER WITH SUPPORT HAND RAILS of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
323	Supply of ALUMINUM STRAIGHT LADDER HEIGHT 8M WITH HOOK ON TOP C TYPE RUBBER BUSH IN of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
324	Supply of ALUMINUM MAGIC POLE LADDER 08 FEET HEIGHT as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
325	Supply of ALUMINIUM STRAIGHT LADDER EXTENDABLE (11 MTRS) WITH LOCKING DEVICE, PULLING ROPE, RUBBER SHOES ETC. ALUMINIUM WALL SUPPORTING-SLIDING LADDER, LADDER OPEN HEIGHT: 36 FEET, LADDER CLOSED HEIGHT: 20 FEET REACH HEIGHT: 40 FEET, BOTTOM WIDTH: 16 FEET, NUMBER OF STEPS-:20-40, FITTED WITH BOTTOM RUBBER, SIDE LOCK, SIDE PLUG, LOCKING SYSTEM: YES as per IS 3696-2, complete including handing over to the depot as per direction of Engineer
326	Supply of PORTABLE ELECTRIC DRILLING MACHINE TO DRILL UPTO 25.0 MM DIA HEAVY MOUNTED WITH PEDESTAL TYPE STAND SUITABLE FOR DRILLING RAILS AND OPERATING MECHANISM TO WORK ON 230 V as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
327	Supply of BENCH GRINDER ( DOUBLE END ) PEDESTAL MOTOR DRIVEN (203MM ) DISC as per approved ISI Make: BOSCH,EEC, ALFA ,YATRA OR SIMILAR complete including handing over to the depot as per direction of Engineer
328	Supply of 1 ph PORTABLE WELDING MACHINE as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
329	Supply of PORTABLE ELECTRIC DRILL 21.0MM 1PH, 230V STANLEY/ DEVALT MAKITA OR SIMILAR as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
330	Supply of HONDA WELDING GENERATING SET (100/200 AMP) WITH ALL ACCESSORIES as perapproved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
331	Supply of DIESEL START, DIESEL RUN POWER GENERATORS AND PORTABLE GENERATORS as per approved ISI Make KOEL Chhota Chilli BY KIRLOSKAR , complete including handing over to the depot as per direction of Engineer
332	Supply of PORTABLE DIESEL GENERATING SET 1 KVA 240 V, 1 PH as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
333	Supply of GLYNC 500W LED LUMINAIRE FOR FLOOD LIGHT as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
334	Supply of FIRST AID BOX (make GI/AL sheet First Aid Box with see through glass door to be provided and filled with medicines as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
335	Supply of KANHAS ALUMINIUM STRETCHER FOR EMERGENCY AND RESCUE OPERATIONS Dimensions: infolded 2100x560x150mm and folded 1100x200x110mm, max weight 8Kg, suitable for load weight upto 150Kg. As per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
336	Supply of FALCON 10 liter GALVANIZED MILD STEEL FIRE BUCKET as per approved ISI Make FALCON or latest, complete including handing over to the depot as per direction of Engineer
337	Supply of PORTABLE FIRE EXTINGUISHER (5 KG) CO2 TYPE as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
338	Supply of PORTABLE FIRE EXTINGUISHER (CAP. 10 KGS.) DRY CHEMICAL POWDER TYPE WITH GM/BRASS as per IS 15683, complete including handing over to the depot as per direction of Engineer
339	Supply of CONTACT WIRE CUTTER 36\\" as per approved ISI Make TAPARIA OR SIMILAR, complete including handing over to the depot as per direction of Engineer
340	Supply of DROPPER WIRE CUTTER 12\\" as per approved ISI Make TAPARIA OR SIMILAR , complete including handing over to the depot as per direction of Engineer
341	Supply of ALLOY STEEL D SHACKLE SET OF ONE EACH (1\\", 3/4\\", 5/8\\", 1/2\\"). As per approved ISI Make SSTE OR SIMILAR, complete including handing over to the depot as per direction of Engineer
342	Supply of SINGLE SLEEVE PULLEY BLOCK WHEEL SIZE 3-1/2\\" X 1/2\\" GROOVED STEEL LOAD OF CAPACITY of approved ISI Make SSTE, IM OR SIMILAR , complete including handing over to the depot as per direction of Engineer
343	Supply of SINGLE SLEEVE PULLEY BLOCK 3 1/2\\" X 1/2\\" FIBER GROOVE OF CONTACT / CATENARY WIRE as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
344	Supply of SINGLE SLEEVE PULLEY BLOCKS 6 INCH (150MM) X 1 INCH(25MM) GROOVE STEEL Make SSTE as per IS: 13156 of 1991, complete including handing over to the depot as per direction of Engineer
345	Supply of CONTACT WIRE TWIST CUM BENDER 6\\". As per latestRDSO specification no RE/DNR/TP/12/2000, complete including handing over to the depot as per direction of Engineer
346	Supply of STEEL SLING WITH EYE EACH END 19 MM DIA 1 M LONG as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
347	Supply of STEEL SLING WITH EYE EACH END 19 MM DIA 2 M LONG as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
348	Supply of STEEL SLING WITH EYE EACH END 19 MM DIA 3 MTR LONG CAPACITY 2 TONNE as per approved ISI Make MODI WIRE ROPE SLING, SUPREME, USHA MARTIN or equivalent, complete including handing over to the depot as per direction of Engineer
349	Supply of STEEL SLING WITH EYE EACH END 19 MM DIA 4 M LONG as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
350	Supply of STEEL SLING WITH EYE EACH END 19 MM DIA 10 MTR LONG as per approved ISI Make MAHADEV, TAPRIA, VENUS OR SIMILAR , complete including handing over to the depot as per direction of Engineer
351	Supply of CONTACT WIRE SPLICING JIG, SUITABLE FOR 107 SQMM COPPER CONTACT WIRE as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
352	Supply of COPPER HAMMER 2 KGS WITH HANDLE as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
353	Supply of 0-50 MM (SCREW GUAGE) of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
354	Supply of FABRIC METRIC TAPE 30 METER LONG 15MM WIDE of approved ISI Make PVC , complete including handing over to the depot as per direction of Engineer
355	Supply of HERMAN CAST FIXED BASE BENCH VISE 6'' of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
356	Supply of LIGHT WEIGHT IRON LADDER TROLLEY COMPLETE ASSEMBLY WITH 4 NOS. OF CAST NYLON WHEELS FITTED WITH BEARING OF SIZE: 6305 FITTED TO BOTH SIDES OF WHEEL COMPLETE WEIGHT OF LADDER TROLLEY IS 200 KGS APPROXIMATE, COMPLETE LIGHT WEIGHT LADDER TROLLEY. TROLLEY SUITABLE FOR 25KV TRACTION OHE MAINTENANCE as per RDSO specification no LWL/TROLLEY/TRD/SC, WHEEL & LADDER TROLLEY WHEEL/TRD/SC/2013, complete including handing over to the depot as per direction of Engineer
357	Supply of ENGINEERING RATCHET SUITABLE FOR (PULL LIFT) CAPACITY 1.6 TONNE COMPLETE WITH ROLLER CHAIN IS - 2403 -1975 AND HOOK WITH SAFETY LATCHES (IS 8610 -1977), complete including handing over to the depot as per direction of Engineer
358	Supply of SIREN SUITABLE FOR OPERATION ON 50HZ. 230 VOLTS SINGLE PHASE SUPPLY MAINS.THE RANGE OF THE SIREN SHALL BE 1KM as per latest specifications and make, complete including handing over to the depot as per direction of Engineer
359	Supply of TRICOLOR LED TORCH HIGH POWER 3 WATT LED BASED TRICOLOR (RED, WHITE, GREEN) HAND HOLD TORCH, LIGHT WITH UNBREAKABLE GLASS. WEIGHT NOT EXCEEDING 200 GRAMS AND OPERATION WITH RECHARGEABLE BATTERY as per latest specifications and make , complete including handing over to the depot as per direction of Engineer
360	Supply of TRIFOR 3 TONNER /2 TONNE MAKE TRIFOR of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
361	Supply of SPRING BALANCE (0-25 KG) DIAL TYPE as per latest specifications and make, complete including handing over to the depot as per direction of Engineer
362	Supply of DERRICK 11M IN 2 PIECES as per latest specifications and make , complete including handing over to the depot as per direction of Engineer
363	Supply of REGULATING EQUIPMENT (ATD) : THREE PULLEY TYPE WITH MODIFIED PULLEY GROOVED (3:1 RATION) WITH USE as per RDSO specification no TI/SPC/OHE/ATD/0060 REV-1 WITH A & C SLIP NO. 1, complete including handing over to the depot as per direction of Engineer
364	Supply of WIRE CLAWS 8 PRONGED 572 mm LENGTH MADE OF ROD 6 mm DIA as per specification G/MW/SC/GL/3874, complete including handing over to the depot as per direction of Engineer
365	Supply of CROW BAR as per latest specification and make, complete including handing over to the depot as per direction of Engineer
366	Supply of SHOWELS as per latest specifications and make , complete including handing over to the depot as per direction of Engineer
367	Supply of MOTOR PAN OF LIGHT STEEL WEIGHT 1 KG as per specification no BFS/CIW, complete including handing over to the depot as per direction of Engineer
368	Supply of JHALANI T50 DOUBLE FACE SLEDGE HAMMER WITH WOOD HANDLE 5000 GRAMS as per latest specifications and Make Jhalani or equivalent, complete including handing over to the depot as per direction of Engineer
369	Supply of ISKON-G WOOD HANGLE PICK AXE WITH CHISEL WIDE AND POINT END PICK AXE WITH DIGGING HEAD Make ISKON-G as per latest specifications and make , complete including handing over to the depot as per direction of Engineer
370	Supply of LIGHT WEIGHT MANUAL TELESCOPIC PRUNER ABLE TO CUT TREE BRANCHES UP TO 20-22 FEET WITH CUTTING BLADE LENGTH 50CM OR ABOVE,EASILY DETACHABLE,3 STAGE EXTENDABLE 17 FEET LENGTH, WEIGHT 3.5 KG as per latest specification and make ARS. JAPAN / STHIL, complete including handing over to the depot as per direction of Engineer
371	SUPPLY OF MANILA ROPE OF SIZE 3/4 INCH as per latest specifications and Make SUPREME OR ITS EQUIVALENT, complete including handing over to the depot as per direction of Engineer
372	SUPPLY OF MANILA ROPE OF SIZE 1/2 Inch as per latest specifications and Make LOIN, complete including handing over to the depot as per direction of Engineer
373	SUPPLY OF MANILA ROPE OF SIZE 1 Inch as per latest specifications and Make SUPREME OR ITS EQUIVALENT, complete including handing over to the depot as per direction of Engineer
374	Supply of TEMPORARY MAST AND ANCHOR FIXING BOLTS 16X50X37/ 20X50X37MM as per RDSO specification no ETI/C/0072, and SPIKES FOR TEMPORARY MASTS AND ANCHOR BASE PLATE as per RDSO specification no ETI/C/0072, complete including handing over to the depot as per direction of Engineer
375	SUPPLY OF HEAVY DUTY 18 V BATTERY OPERATED CHAMFERING TOOL MACHINE WITH HSS DRILLS 4 NOS FOR CHAMFERING OF 17.5 MM HOLE SUITABLE SIZE OF 20/22 MM AND CHAMFERING BIT OF SIZE 5/8 INCH HAVING SHANK 10 MM DIA as per RDSO specification no TM-53 REV.01OF 2004, complete including handing over to the depot as per direction of Engineer
376	Supply of MANNUAL RAIL HOLE DRILLING RACHET AND CLAMP WITH CHAMFERING TOOL as per latest specifications and approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
377	Supply of SUPPLY AND DEMO OF OPERATION FOR PORTABLE WELDING GENERATOR as per latest specifications and approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
378	Supply of BATTERY OPERATED LED BASED FLASHING TAIL LAMPS as per RDSO specification no 2002/TR/281/TL(REV.0), complete including handing over to the depot as per direction of Engineer
379	Supply of HYDRAULIC DYNAMOMETER 10 TONNE CAPACITY WITH STEEL CARRYING BOX 150MM DIA as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
380	Supply of HYDRAULIC INSULATOR TESTING JIG FOR TENSILE LOAD TESTING OF 25KV PORCELAIN AND COMPOSITE INSULATORS as per RDSO specification no TI/SPC/OHE/INTEST/0090(2/2009), complete including handing over to the depot as per direction of Engineer
381	Supply of RUBBER INSULATED HAND GLOVES SEAMLESS TYPE, TEST VOLTAGE 25000 VOLTAGE AC FIVE of approved ISI make KWALITY, CRYSTAL, REGELTEX or equivalent, complete including handing over to the depot as per direction of Engineer
382	Supply of LED RECHARGEABLE HAND TORCH FITTED WITH RECHARGEABLE ELECTRIC PLUG AT BOTTOM END, 2W+3W LED, ALUMINUM REFLECTOR, 1200 MAH LITHIUM BATTERY of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
383	Supply of LICENSE FREE WALKIE TALKIE WITH ADAPTER, BATTERY, CHARGER & ANTENNA as per latest specifications and make TALKPRO LF446, complete including handing over to the depot as per direction of Engineer
384	SUPPLY OF 2.5KV MEGGER as per latest specifications and make Sonel /MIC 5005, complete including handing over to the depot as per direction of Engineer
385	Supply of DIGITAL EARTH TESTER WITH IN BUILT RECHARGEABLE BATTERY 3.5 DIGIT LCD DISPLAY as per latest specifications and make MOTWANE EEE-TECH / METRAVI/ WACO OR SIMILAR, complete including handing over to the depot as per direction of Engineer
386	SUPPLY OF DIGITAL EARTH CLAMP TESTER TO MEASURE EARTH/GROUND RESISTANCE, 4 DIGIT (9999 COUNTS) LCD DISPLAY SUITABLE USE FOR RANGE : 0.01 OHM TO 1000 OHM, LEAKAGE CURRENT RANGE : 0.5MA TO 30A , AUTO POWER OFF, LONG JAW & LARGE JAW OPENING, MEMORY RECORDS : 99 SETS WITH LOW BATTERY INDICATION, OVERLOAD PROTECTION, PROTECTION LEVEL : DOUBLE INSULATION, ALONG WITH ACCESSORIES : BATTERY (INSTALLED), TEST LEAD, CARRYING BAG, USER MANUAL AND ANY OTHER NECESSARY ACCESSORY as per latest specifications and METRAVI MAKE, MODEL : CET-03, complete including handing over to the depot as per direction of Engineer
387	Supply of CELESTRON 20 X BINOCULAR as per latest specifications and make OPTICS/MECHANICS, complete including handing over to the depot as per direction of Engineer
388	SUPPLY OF VERNIER CALIPERS DIGITAL, RANGE 0-200 MM as per latest specifications and Mitutoyo make model 500-197-30, complete including handing over to the depot as per direction of Engineer
389	Supply of WALKIE TALKIE SETS ( 2 W OUT PUT) of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
390	Supply of EMERGENCY TELEPHONE of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
391	Supply of METRAVI HAND HELD 50 KHZ DIGITAL MULTIMETER as per latest specifications and make Metravi, complete including handing over to the depot as per direction of Engineer
392	Supply of THERMO VISION CAMERA as per latest RDSO specification no SWR/PCEE/TRD/OHE-PSI/TIC, REV-0 December-2024, complete including handing over to the depot as per direction of Engineer
393	Supply of TOOL BOX, SIZE: - 430 X 230 X 200 MM (APPROX.) WITH TOOL AND FIXING ARRANGEMENT OF TOOLS WITH LOCKING FACILITY of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
394	Supply of DOUBLE ENDED OPEN END SPANNER SET CONSISTS OF 12 ITEMS. EACH SET MUST CONSISTS 8X9, 10X11, 12X13, 14X15, 16X17, 18X19, 20X22, 21X23, 24X26, 25X28, 30X32 and 36X41. as per latest specifications and make TAPARIA OR DENEER OR STANLEY OR BLUE POINT OR VENUS, complete including handing over to the depot as per direction of Engineer
395	Supply of DOUBLE ENDED RING SPANNER SET 6X7, 10X11, 12X13, 14X15, 16X17, 18X19, 20X22, 21X23. of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
396	Supply of SCREW DRIVERS 6\\" of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
397	Supply of SCREW DRIVERS 12\\" of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
398	Supply of HAMMER 1/2 LB of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
399	Supply of INSULATED CUTTING PLIER ( 8-12) as per latest specifications and make TAPARIA OR SIMILAR, complete including handing over to the depot as per direction of Engineer
400	Supply of PLUMB BOB MADE OF MILD STEEL WITH COTTON THREAD APPROX WEIGHT 450 TO 500 GRAMSM IN CONICAL SHAPE WITH ANTI CORROSION PAINT as per latest specifications and make TAPARIA, VENUS, JHALANI, complete including handing over to the depot as per direction of Engineer
401	Supply of HACK SAW BLADE 400X32 MM as per latest specifications and make BIPICO, complete including handing over to the depot as per direction of Engineer
402	Supply of SPIRIT LEVEL 6\\" as per latest specifications and make FREEMANS OR SIMILAR, complete including handing over to the depot as per direction of Engineer
403	Supply of FILE SMOOTH CUT 200 MM WITH INSULATED HANDLE as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
404	Supply of 30 WATT LED RECHARGEABLE FLOOD LIGHT FIXTURE HAVING DIE-CAST ALUMINUM ENCLOSURE AND M.S EPOXY POWDER COATED STRUCTURE DESIGNED FOR MAXIMUM EFFICIENCY, RUGGED CONSTRUCTION WITH TOUGHENED GLASS, APPROPRIATE GASKET FOR WEATHERPROOF PROTECTION IP 66, BATTERY BACKUP OF HIGHLY RELIABLE LITHIUM-ION PHOSPHATE (LIFE PO4) BATTERIES. BACKUP 8 HRS IN NORMAL MODE. AND 4 HRS TURBO MODE as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
405	Supply of DOUBLE STRAP FULL BODY SAFETY HARNESS:SAFETY BELT SAFETY FULL BODY K 102 FOR FOR WORKING IN OVERHEAD LINE (IS3521:1999). Make KARAM, RAYCHEM, ALLEN COPPER/SIMILAR, complete including handing over to the depot as per direction of Engineer
406	Supply of SAFETY HELMETS PERFORATED AS PER IS: 2925 STANDARDS, complete including handing over to the depot as per direction of Engineer
407	Supply of ORANGE COLOR PERFORATED FLUROSCENT RETROREFLECTIVE DOUBLE BAND JACKET of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
408	Supply of DUCK BACK NAVY BLUE POLYESTER RAIN COAT ASSORTED SIZES (S,M,L,XL,XXL,XXXL) as per latest specifications and make Duck Back, complete including handing over to the depot as per direction of Engineer
409	Supply of BUFFER SAFETY FOOTWEAR - BIS SPECIFICATION PERSONAL PROTECTIVE EQUIPMENT As per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
410	Supply of INDUSTRIAL DIGITAL THERMOMETER as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
411	Supply of HP INTEL CORE I3 ALL IN ONE PC WITH 23.8 INCH DISPLAY/ WINDOWS 11 of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
412	Supply of 6 BOX PERSONAL LOCKER of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
413	Supply of 9 BOX TOOL LOCKERS of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
414	Supply of PA MEGA PHONE WITH SIREN as per latest specifications and make 1.AHUJA. MODEL NO. 21S/AM21SD 2.Max Hitune Bass Pm-90s ,3. Pyle Megaphone PMP50. / Similar , complete including handing over to the depot as per direction of Engineer
415	Supply of PETROL DRIVEN LIGHT WEIGHT RAIL DRILL MACHINE WITH 52 KG & 60 KG RAIL ADOPTER AND 2 PAIRS OF DRILLS of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
416	Supply of BALL TYPE THROW FLAME TOUCH OPERATED FIRE EXINGUISHER of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
417	Supply of CARBIDE TIPPED BLADE CHAIN SAW as per latest specifications and make JTH, complete including handing over to the depot as per direction of Engineer
418	Supply of TWIST ROD FOR BOND FABRICATION of approved ISI make, complete including handing over to the depot as per direction of Engineer
419	Supply of PORTABLE CUTTING MACHINE (HAND HELD) of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
420	Supply of PETROL OPERATED HAND HELD CHAIN SAW MACHINE (TREE CUTTING MACHINE) OF 2 STROKE ENGINE WITH CAPACITY 2.4 HP & 9000 RPM OR SIMILAR of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
421	Supply of WEDGE TYPE COME ALONG CLAMPS FOR LARGE SPAN WIRE 130 sq mm as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
422	Supply of HP LASER MONO COMPUTER PRINTERS FOR A4 PAPER SIZE as per approved ISI make, or equivalent, complete including handing over to the depot as per direction of Engineer
423	Supply of ALUMINIUM LADDER 15 MTRS FOR CROSS TRACK FEEDER CHECKING as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
424	Supply of MIRROR GAUGE FOR STAGGER MEASUREMENT(HEIGHT & STAGGER) as per approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
425	Supply of EARTH AURGER DEISEL OPERATED of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
426	Supply of CHAMPERING TOOLS FOR BONDING WORK of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
427	SUPPLY OF OHE CAUTION BOARD WITH SUPPLY OF FIXING MATERIAL (CLAMP, BACK FLAT STRIP & FASTENERS) FOR WARNING BOARD FOR NEUTRAL SECTION (I) 500M & 250 M SIZE 750MM X 450MM X 2MM (RETRO REFLECTIVE TYPE) (II) ELECTRIC ENGINE TO SWITCH ON & OFF SIZE 800MMX 400MM X 2MM (RETRO REFLECTIVE TYPE ) of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
428	Supply of GRINDING CUM WIRE CUTTER of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
429	Supply of GEARLESS HAND OPERATED PULLING AND LIFTING MACHINE (TIRFOR)1.6 TONNE CAPACITY as per RDSO specification no TI/SPC/OHE/TOOLPL/0991 REV 1 OR LATEST, complete including handing over to the depot as per direction of Engineer
430	Supply of PULL LIFT 0.75 TON as per latest specifications and make TRACTEL or equivalent, complete including handing over to the depot as per direction of Engineer
431	Supply of CONTACT WIRE COME ALONG CLAMP of ISI approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
432	Supply of GI WIRE 8 S.W.G of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
433	Supply of FOG SIGNAL DETONATOR DRG.NO. DGOF-209 & 210 SPECN.NO. DGOF/104 DT. 29.06.94 OR LATEST. Self life - 6 Yrs, complete including handing over to the depot as per direction of Engineer
434	Supply of BANNER FLAGS of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
435	Supply of HAND SIGNAL FLAGS (RED + GREEN) of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
436	Supply of NYLON THREAD FOR CHECKING RAIL LEVEL of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
437	Supply of FREEMANS 15 METER FIBREGLASS MEASURING TAPE of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
438	Supply of VERNIER CALLIPER of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
439	Supply of 25 KV DROP OUT FUSE SWITCH ASSEMBLY WITHOUT INSULATORS of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
440	Supply of AEROPLANE JACK (HYDRAULIC JACK 5 TON) of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
441	Supply of CONTACT WIRE KINK REMOVERS of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
442	Supply of INSULATED CUTTING PLIERS (8\\") (COMBINATION PLIER 210 MM) of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
443	Supply of INSULATER NOSE PLIERS (8\\") (210 MM) of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
444	Supply of ADJUSTABLE PIPE WRENCH 12\\", 10\\" & 8\\" (305 MM, 300 MM, 205 MM) of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
445	Supply of GREASE GUN as per latest specifications and make MODEL NO GGL 20C LEVER TYPE, complete including handing over to the depot as per direction of Engineer
446	Supply of TORQUE RENCH as per latest specifications and make MODEL NO TWP 10, complete including handing over to the depot as per direction of Engineer
447	Supply of WD -40 of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
448	Supply of NUT DRIVER SET as per latest specifications and make (MODEL NO -BDS 125) , complete including handing over to the depot as per direction of Engineer
449	Supply of BRIDGE MAST SPANNER SET 50X52 (RING & D SPANNER 46X50) of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
450	Supply of PIPE RENCH BIG 900 MM as per approved ISI specifications and make (MODEL NO 1277) , complete including handing over to the depot as per direction of Engineer
451	Supply of PIPE RENCH SMALL 200 MM as per latest ISI specifications and make (MODEL NO 1271) , complete including handing over to the depot as per direction of Engineer
452	Supply of BOLT CUTTER (BC -36) of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
453	T & P ITEMS TO BE KEPT FOR PSI MAINTENANCE AT HASSAN DEPOT
454	Supply of TIRFOR 2/3 TON CAP of approved ISI make tirfor or equivalent, complete including handing over to the depot as per direction of Engineer
455	Supply of TIRFOR 3/5 TON CAP of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
456	Supply of UNBRANDED HAND OPERATED PNEUMATIC BARREL PUMP, CAPACITY 200 LITER of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
457	Supply of ALLOY STEEL D SHACKLE SET OF ONE EACH (1\\", 3/4\\", 5/8\\", 1/2\\") of approved ISI make SSTE or equivalent, complete including handing over to the depot as per direction of Engineer
458	Supply of STEEL SLING WITH EYE EACH END 19 MM DIA 1 M LONG of approved ISI make IEP or equivalent, complete including handing over to the depot as per direction of Engineer
459	Supply of STEEL SLING WITH EYE EACH END 19 MM DIA 3 M LONGof approved ISI make MODI WIRE ROPE SLING, SUPREME, USHA MARTIN or similar, complete including handing over to the depot as per direction of Engineer
460	Supply of STEEL SLING WITH EYE EACH END 19 MM DIA 1 M LONG of approved ISI make IEP or equivalent, complete including handing over to the depot as per direction of Engineer
461	Supply of STEEL SLING WITH EYE EACH END 19 MM DIA 10 M LONG of approved ISI make MAHADEV, TAPRIA, VENUS or similar, complete including handing over to the depot as per direction of Engineer
462	Supply of CHAIN PULLEY BLOCK 3 TONNE CAPACITY, WITH STANDARD LIFT 3 METER of approved ISI make IM, BHARAT, TRACTEL, OR HY-TECH or similar, complete including handing over to the depot as per direction of Engineer
463	Supply of SINGLE SLEEVE PULLEY BLOCK STEEL, SIZE 8 INCH X 3/4 INCH GROOVED, 3 TONNE CAPACITY as per IS: 13156 of 1991, complete including handing over to the depot as per direction of Engineer
464	Supply of UNBRANDED HAND OPERATED PNEUMATIC BARREL PUMP, CAPACITY 200 LITER of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
465	Supply of MEDITECH HEALTH CARE ALUMINIUM STRETCHER FOR EMERGENCY AND RESCUE OPERATIONS of approved ISI make Meditech Health care or equivalent, complete including handing over to the depot as per direction of Engineer
466	Supply of FIRE BUCKETS supply of a set of 4 Fire buckets (Min 10 Litres capacity) filled with clean dry sand and held on one stand and cover shed and suitable for each switching station/TSS of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
467	Supply of BOSCH LIMITED CORDED BRUSHED ELECTRIC DRILL 550 WATT of approved ISI make BOSCH or similar, complete including handing over to the depot as per direction of Engineer
468	Supply of CRIMPING TOOL UPTO 6 SQMM SIZE of approved ISI make JAINSON MODEL VIRAT 6 OR SIMILAR, complete including handing over to the depot as per direction of Engineer
469	Supply of ALUMINIUM STEP LADDER 8 FEET as per latest specifications and make Kalco, Equal or Similar, complete including handing over to the depot as per direction of Engineer
470	Supply of ALUMINIUM WALL SUPPORTING STRAIGHT LADDER WITH TOP HOOK, HEIGHT : 08 FEET of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
471	Supply of ALUMINIUM STEP LADDER 16 FEET HEIGHT as per latest RDSO specifications and make S J LADDERS.OR SIMILAR, complete including handing over to the depot as per direction of Engineer
472	Supply of SUMER AXIS ALUMINIUM SELF SUPPORTING SLIDING LADDERS, HEIGHT 36 FOOT as per latest RDSO specifications and make sumer axis, complete including handing over to the depot as per direction of Engineer
473	Supply of MAGIC POLE LADDER 8 FEET LADDER MADE OUT OF ALUMINIUM SIDE SECTION OF SIZE 66.6MM X3MM THICK WITH STEP MADE OF 25.4 MM DIA as per latest RDSO specifications and make KALCO MODEL K-7004, complete including handing over to the depot as per direction of Engineer
474	Supply of EARTH DISCHARGE ROD ASSEMBLY FOR 25KV AC TRACTION TO BE SUPPLIED ALONG WITH TWO RAIL CLAMPS, TOP CLAMP(10MM TO 20MM DIA CONDUCTOR), AND CABLE 9 METERS LONG WITH CANVAS BAG as aper RDSO specification no (ETI/OHE/51(9/87) Rev.1, Oct 2), complete including handing over to the depot as per direction of Engineer
475	Supply of DROP OUT FUSE PULL ROD as per RDSO spec No: ETI/PSI/14 (1/86) and CORE/ALD dwg. No POWER/RLY/1849, complete including handing over to the depot as per direction of Engineer
476	Supply of PORTABLE DIESEL ENGINE DRIVEN DC ARC WELDING SET of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
477	Supply of 1/2\\" SQUARE DRIVE SOCKET SET CONTAINING 19 SOCKETS WITH 6 ATTACHMENTS as per latest RDSO specifications and make TAPARIA, complete including handing over to the depot as per direction of Engineer
478	Supply of ACIDITY TESTING KIT of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
479	Supply of DIGITAL HIGH VOLTAGE INSULATION TESTER, RATED VOLTAGE- 5 KV as per latest specifications and make METRAVI Model-DIT-925 / MOTWANE / MECO or MEGGER or similar, complete including handing over to the depot as per direction of Engineer
480	SUPPLY OF POCKET SIZE CLIP ON TONG TESTER of approved ISI make or equivalent 677 SIGMA, complete including handing over to the depot as per direction of Engineer
481	SUPPLY OF DIGITAL TIME INTERVAL METER 15-1000 SECONDS, DISPLAY OF CHANNEL-7 SEGMENT LED TYPE, 4 DIGITS make shanti, rishabh, metravi, waco or similar , complete including handing over to the depot as per direction of Engineer
482	Supply of INSULATION TESTER 2.5KV HAND DRIVEN GENERATOR TYPE RANGE 0-5000 AND 0-5000M as per latest RDSO specifications and make PICO, complete including handing over to the depot as per direction of Engineer
483	Supply of DIGITAL EARTH TESTER WITH IN BUILT RECHARGEABLE BATTERY 3.5 DIGIT LCD DISPLAY as per latest RDSO specifications and make MOTWANE EEE-TECH / METRAVI/ WACO, complete including handing over to the depot as per direction of Engineer
484	Supply of MEGGER 500 V MEGA OHMS FOR INSULATION TESTER (HAND DRIVEN GENERATOR TYPE) as per latest RDSO specifications and make MEGGER,MOTWANE, complete including handing over to the depot as per direction of Engineer
485	Supply of SUPPLY, DEMONSTRATION AND COMMISSIONING OF TRANSFORMER OIL TESTING KIT (BDV) 1 KVA/0-100 KV RANGE MOTORIZED CUM MANUAL TYPE (DIGITAL) FOR MEASURING BREAK DOWN VOLTAGE/ DIELECTRIC STRENGTH OF INSULATING OIL USED IN TRANSFORMER /OTHER SWITCH GEARS WITH COMPLETE ACCESSORIES (TEST EQUIPMENT, OIL TEST VESSEL WITH MUSHROOM ELECTRODE ASSEMBLY, 2.5 MM GO-NO-GO GAUGE, MAIN AC CABLE OF SUITABLE LENGTH. USER MANUAL WITH TEST AND WARRANTY CERTIFICATES). TECHNICAL SPECIFICATION AS : INPUT POWER AC 220-250 V/50 HZ, OUTPUT: 0- 100 KV AC, TRIP CURRENT: MAX10-20 MA, OPERATING TEMP: 10 TO 50 DEGREE CENTIGRADE HUMIDITY: <75% NON CONSIDERING, O/P VOLTAGE RESOLUTION: 0.1 KV, ACCURACY: +2% WITH DIGITAL DISPLAY as per latest RDSO specifications and make QUADRANT, MODEL-QOITS 100 A OR SIMILAR IN SCOPE, MEGGAR OR MOTWANE, complete including handing over to the depot as per direction of Engineer
486	Supply of SUPPLY COMMISSIONING AND DEMONSTRATION OF 250 LPH PORTABLE TRANSFORMER OIL FILTRATION PLANT of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
487	Supply of DIGITAL HIGH VOLTAGE INSULATION TESTER, RATED VOLTAGE- 250 V of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
488	Supply of DIGITAL MULTIMETERsuitable for measuring DC Voltage up to 1000V, AC voltage upto 1000V true RMS, AC & DC current up to 10A, resistance upto 20 MΩ, diode & continuity test facility with battery, carry case and leads etc. of approved ISI make Motwane make model DM352 or equivalent, complete including handing over to the depot as per direction of Engineer
489	Supply of AUTO TRANSFORMER (VARIAC) 2A OPEN TYPE SINGLE PHASE of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
490	SUPPLY OF BATTERY TESTER ( LOAD CELL TESTER ) 2-6-12 V ; 4-500 AH of approved ISI make MECO MODEL BM63 or equivalent, complete including handing over to the depot as per direction of Engineer
491	Supply of EMERGENCY TELEPHONES of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
492	Supply of CB TIME INTERVAL METER (DIGITAL) of approved ISI make SCOPE or equivalent, complete including handing over to the depot as per direction of Engineer
493	Supply of AUGUR (ELECTRICAL / MANUAL) of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
494	Supply of THERMO VISION CAMERA as per latest specification no SWR/PCEE/TRD/OHE-PSI/TIC, REV-0 December-2024, complete including handing over to the depot as per direction of Engineer
495	Supply of THRC METER FOR LA'S of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
496	Supply of DEMINERALIZING PLANT (DISTILED H20 PLANT) of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
497	Supply of TDS METER of approved ISI makemode HM TDS-3, complete including handing over to the depot as per direction of Engineer
498	Supply of CT ANALYSER (CT & PT TESTING KIT) of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
499	Supply of TRANSFORMER OIL SAMPLE BOTTLE SS 304 of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer
500	Supply of MOBILE ALLUMINUM LADDER 44 FEET of approved ISI make or equivalent, complete including handing over to the depot as per direction of Engineer

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Tender For Construction Of Tower Wagon Shed, Tower Wagon Siding, Retaining Wall, S & T Works And Earth Work In Embankment At Sakleshpur Railway Yard, Ms Grill Work, Compound Wall And Sheet Roofing Works For Staff Quarters And Office Buildings At Sakl, Mysore-Karnataka

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Tender For Construction Of Tower Wagon Shed, Tower Wagon Siding, Retaining Wall, S & T Works And Earth Work In Embankment At Sakleshpur Railway Yard, Ms Grill Work, Compound Wall And Sheet Roofing Works For Staff Quarters And Office Buildings At Sakl, Mysore-Karnataka

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