Construction of 03 Nos. Limited Height Subways (LHSs) of size 1 x5.0x5.0 M RCC Box at Km. 158.794 (Shifted location) in lieu of LC No. C-130 at Km. 158.669, at Km. 156.530 (Shifted location) in lieu of LC No. C-129 at Km. 156.800 between Bathinda Cantt. & Bhuchchu Railway Stations and at Km. 148.808 (Shifted location) in lieu of LC No. C-124 at Km. 149.158 between Lehra Mohabbat Railway Stations on Bathinda-Dhuri section of Ambala Division by Normal Pushing Method using Protection Plate Arrangement (PPA) including approaches and other allied works.

D-Elctrical TRD SCHEDULE-1-SECTION-1 (GENERAL) 243751.98 Below/P

E-Elctrical TRD SCHEDULE-1-SECTION-2 (CONCRETE) 118642.18 Below/P

F-Electrical TRD- SCHEDULE-1-SECTION-3 (FERROUS) 549170.84 Below/P

G-Electrical TRD- SCHEDULE-1-SECTION-4 (NON-FERROUS) 92760.34 Below/P

H-Electrical TRD- SCHEDULE-1-SECTION-5 (INSULATOR) 70135.20 Below/P

I-Section 6 (Non Schedule Items)(Item-wise explanatory note/technical Above/

Item Breakup - A-DSR 2021

Item Breakup - B-USSOR-2021

With verticals & horizontals with red luminous paints / strips of 30cm each with a gap of 30 cm. 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 on barricade. 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.

With 3 horizontal bamboo / balli RM members of minimum 50mm dia. spaced equally

Joining with strong nylon rope in RM one cross and one horizontal pattern of minimum 5mm dia.

Shoring with 'Z' section MS sheet Sqm piles side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. Total 619756.00 Item- 2 CHAPTER - 2 : Bridge Works - Substructure DYCE-C-1-UMB-ENGINEERING/NORTHERN RLY S No. Item No Description of Item Unit Qty Rate Amount 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.

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

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

Collection of water samples at Each required intervals Conducting laboratory Tests on collected soil samples as per relevant IS code

Moisture Content/Dry Density

Atterberg Limits

Grain size analysis Hydrometer analysis

Direct Shear Test DYCE-C-1-UMB-ENGINEERING/NORTHERN RLY Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.

All kinds of soils

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

Wing wall and Return wall

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

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

Providing and applying two coats Sqm of coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. Centering and shuttering including strutting, propping etc. and removal of form for :

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

Ordinary Portland Cement 43 MT grade approved brands/makes Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Thermo-Mechanically bars of grade Fe-500D or more of approved brands/makes. DYCE-C-1-UMB-ENGINEERING/NORTHERN RLY Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines. 19 022011(022020) Extra over item nos. 022011 to cum 10301.74 43.31 446168.36 022014 for executing the work under water and/or liquid mud to compensate all additional arrangements including pumping out water as required. Note: The extra percentage rate is applicable only for the quantity of work executed under water. [RATE = 20%] Total 233528620.24 Item- 3 CHAPTER - 3 : Bridge Works - Super Structure (RCC) S No. Item No Description of Item Unit Qty Rate Amount DYCE-C-1-UMB-ENGINEERING/NORTHERN RLY

Casting single/twin RCC box of all sizes with or without common web section including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Box pushing technique" as per approved drawings/scheme, with or without surcharge in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer-in-Charge. N o t e : 1. The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. 2. In case Drag Sheet and/or Rail Cluster are to be used as per approved scheme and design, the same shall be paid extra under relevant item. 3. The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. Total 11700768.28 Item- 4 Chapter-4 Bridge Works-Super Structure (Steel) S No. Item No Description of Item Unit Qty Rate Amount DYCE-C-1-UMB-ENGINEERING/NORTHERN RLY Supplying, fabrication, assembling of all types of steel girders of specified spans with structural steel conforming to Quality "B0" Grade Designation E 2 5 0 conforming to IS:2062, erection / slewing / end launching of steel girders with cranes or any other approved launching methods as per site conditions (not requiring traffic block) on sub-structure including provision of trolley refuges etc., complete as per approved Q A P and drawings conforming to IRS-B1- 2001 and other relevant codes and specifications. Note: 1. Detailed fabrication and erection drawings & launching methodology will be prepared by the contractor and got approved from Railway. 2. The rate is all inclusive including launching in position, complete in all respect except cost of (i) Painting / Metalising; (ii) Bearings & (iii) HSFG bolts which shall be paid extra under relevant item. 3. The payment shall be made on the theoretical weight of main components and gusset plates o n l y. 4. Payment Schedule: (i) Receipt of material at site: 40% (ii) Fabrication of girders: 20% (iii) Erection/Launching: 20% (iv) Completion in all respects: 20%

Plate Girder/Composite Girder (Steel Work)

Supplying and fixing HSFG bolts Kg of any dia and any length with suitable nuts including DTI washers conforming to IRS-B1-

structures with contractors labour, tools and plants and lead and lift etc., complete. Delaunching of all types of Steel girders, PSC girders/Slabs and stacking away from river stream or passage as directed by Engineer in charge with all labour, tools and plant, equipment etc., complete.

Structural steel plate girders. DYCE-C-1-UMB-ENGINEERING/NORTHERN RLY

Supplying erecting welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-charge. Note: The payment shall be made on the theoretical weight of main components and gusset plates only. Total 65169271.01 Item- 5 CHAPTER - 5 : Bridge Works - Misc. S No. Item No Description of Item Unit Qty Rate Amount

Providing and laying of filter cum media consisting of granular materials of GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines. Providing & laying non pressure NP-4 Class RCC pipe with collars, jointing with 1:2 cement and ordinary sand mortar including testing of joints, but excluding earthwork with all labour and material as a complete job. Cement for mortar will be paid separately.(Pipes of 600mm dia and above will be laid using crane/hydra).

Dewatering accumulated water from any Hour location. Payment to be done for Horse power of pump multiplied by pumping hours. Total 2582037.20 Item- 6 Chapter-6 Rails, Sleepers and Fittings Renewal S No. Item No Description of Item Unit Qty Rate Amount DYCE-C-1-UMB-ENGINEERING/NORTHERN RLY Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish plates/bolts with contractor's grease graphite in running track condition including transportation of fish plates and fish bolts from nearest station / store / level crossing. Note: Rail cutting & drilling to be paid separately.

Fish plates with 4 fish bolts. Total 8705.60 Item- 7 Chapter-8 Deep Screening and Ballast Related Activities S No. Item No Description of Item Unit Qty Rate Amount Manufacturing, supply and stacking of machine crushed Track Ballast conforming to RDSO Specification (IRS-GE-1) with latest correction slips at Railway depot or nominated location. Note: Distance of nearest quarry mentioned in each sub-item is only for the purpose of selecting the items for preparation of estimates/tender schedule, based on the minimum distance b e t w e e n nearest quarry and centre of supply points and will not affect the selection of quarry during physical supply in any way till prescribed specification is met fully.

When distance of nearest quarry cum is more than 200 km and up to 250 km Total 1223488.76 Item- 8 CHAPTER - 12 : Activities at Construction Sites S No. Item No Description of Item Unit Qty Rate Amount

Dismantling of existing LWR/SWR TRM track of any structure, removing rails, sleepers, fish plates, cutting of rails, segregation and stacking of released Rails, Sleepers and fitting at nominated location in countable manner within a free lead of 500m, levelling of ballast to correct profile for laying new track over it, all as per direction of Engineer-in-Charge. DYCE-C-1-UMB-ENGINEERING/NORTHERN RLY

Spreading 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. Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. N o t e : 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item.

For sleeper density sleepers per km Total 102000.26 Item- 9 Chapter-13 Maintenance Activities S No. Item No Description of Item Unit Qty Rate Amount DYCE-C-1-UMB-ENGINEERING/NORTHERN RLY First or Second Through Packing o f track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track Sleeper Density of 1540 Maintenance of track on main line & loops, Points & crossings etc. including special attention to section for carrying out various maintenance works listed in Indian Railways P.Way Manual / Bridge Manual for safe running of goods and passenger trains with contractor's tools / labours etc. complete, as directed by Engineer in-charge. Note: Contractor shall arrange one gang at any point of time comprising of minimum specified labours with sufficient experience in P.Way working.

One Gang comprising of 20 Gang physically fit labours plus 1 Mate. Day Note: In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such labour @ 10% of the accepted item rate. Total 5356269.90 Item- 10 Chapter-15 Heavy Track Machines S No. Item No Description of Item Unit Qty Rate Amount

PQRS: Removing of the existing ballast from crib portion of the full length of existing PSC sleeper and further up to the bottom of sleepers to accommodate new sleeper and dumping the ballast so removed on the shoulders/cess with contractor own labour, tools and plants etc, complete with all lead and lift and as directed by the Engineer-in-charge at site including crossing of track wherever necessary. Total 6508.25 Item- 11 CHAPTER - 16 : Small Track Machines S No. Item No Description of Item Unit Qty Rate Amount DYCE-C-1-UMB-ENGINEERING/NORTHERN RLY Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020)

60 Kg - 110/90 UTS - On Running Each Line Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991.

On Running Line Total 24129.20 Item- 12 Chapter-18 Level Crossings S No. Item No Description of Item Unit Qty Rate Amount

Dismantling existing check rail of RM Level Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in-charge. Total 20747.00 Item- 13 Chapter-21 Miscellaneous Items S No. Item No Description of Item Unit Qty Rate Amount Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

JCB Backhoe Loaders 3DX Plus or Hour similar with minimum 1.10 cum bucket capacity Total 257607.00

Item Breakup - D-Elctrical TRD SCHEDULE-1-SECTION-1 (GENERAL)

Supply DYCE-C-1-UMB-ENGINEERING/NORTHERN RLY 11(a)(i) Supply without Insulator and erection of cut-in(9Tonne) Insulator

Supply 31(a) Transfer of equipment from one mast or support to another.

Supply Total 15612.00 ERECTION ITEMS (Itemwise explanatory note/technical specification is given Part-1 Item- 2 chapterIV(Explanatory notes) of attached tender document) S No. Item No Description of Item Unit Qty Rate Amount 8(b)(i) Supply without insulator and erection of material for termination of Single conductor of Over head equipment or terminating wire.

Erection 11(a)(i) Supply without Insulator and erection of cut-in(9Tonne) Insulator

Erection 31(a) Transfer of equipment from one mast or support to another.

Erection 31(f)Splicing & extension of an anchored overhead equipment.

Erection 31(h)Slewing and putting back of OHE in original shape

Each Erection Span 32(a) Extra on erection rates (Items of sub-section - I) for work under a power block @ 100% (As per Annexure A in FORM-5 of attached tender document) (description of power block items (As below) given in SECTION-1 (GENERAL) of FORM-5 of attached tender document)

8(b)(i)Erection of material for Each termination of Single conductor of Over head equipment or terminating wire.

11(a)(i) Erection of cut-in(9Tonne) Each Insulator

31(a)Transfer of equipment from Each one mast or support to another.

31(f) Splicing & extension of an Each anchored overhead equipment.

31(h) Slewing and putting back of Each OHE in original shape Span Total 79552.00

Item Breakup - E-Elctrical TRD SCHEDULE-1-SECTION-2 (CONCRETE)

Supply Total 25680.00 ERECTION ITEMS (Itemwise explanatory note/technical specification is given Part-1 Item- 2 chapterIV(Explanatory notes) of attached tender document) DYCE-C-1-UMB-ENGINEERING/NORTHERN RLY S No. Item No Description of Item Unit Qty Rate Amount 2(b)In other than hard soil and rock

Erection Total 6792.00

Item Breakup - F-Electrical TRD- SCHEDULE-1-SECTION-3 (FERROUS)

Supply 3 (c)Supply only of fabricated steel other than masts

Supply 3(e)(i)Supply and erection of a Guy Rod Assembly

Supply 3(i)Supply and erection of 25KV Caution Boards including staff caution Board

Supply 4(a)(i)Supply without insulator and erection of Single bracket assembly.

Supply 16(a)(i) Supply and erection of a structure bond.

Supply 16(b)Supply and erection of a longitudinal bond

transverse and special bond.

single earth electrode.

Supply 17(c)Supply and erection of earth bus

Supply Total 163700.50 ERECTION ITEMS (Itemwise explanatory note/technical specification is given Part-1 Item- 2 chapterIV(Explanatory notes) of attached tender document) S No. Item No Description of Item Unit Qty Rate Amount 3(b)(ii)Supply and erection of Structure steel(traction masts) fabricated and galvanised Type : B-Series Mast

Erection 3(b)(iii)Supply & Erection of special fabricated and galvanised steel structures other than Portals & traction- Masts not covered under items 3(b)(i) &3(b)(ii)

Erection 3(e)(i)Supply and erection of a Guy Rod Assembly

Erection DYCE-C-1-UMB-ENGINEERING/NORTHERN RLY 3(i)Supply and erection of 25KV Caution Boards including staff caution Board

Erection 4(a)(i)Supply without insulator and erection of Single bracket assembly.

Erection 16(a)(i) Supply and erection of a structure bond.

Erection 16(b)Supply and erection of a longitudinal bond

transverse and special bond.

single earth electrode.

Erection 17(c)Supply and erection of earth bus

Erection 32(b)Extra on erection rates (Items of sub-section - III) for work under a power block @ 100% (As per Annexure A in FORM-5 of attached tender document

3(b)(ii)Erection steel(traction masts) fabricated and galvanised Type : B-Series Mast

3(b)(iii)Erection fabricated and galvanised steel structures other than Portals & traction- Masts not covered under items 3(b)(i) &3(b)(ii) 33(b)Extra on erection rates for steel work manually under item 3(a)(i), 3(a)(ii), 3(b)(i),3(b)(ii) &3(b)(iii) @ 50%.(As per Annexure B in FORM-5 of attached tender document

3(b)(ii)Erection steel(traction masts) fabricated and galvanised Type : B-Series Mast

3(b)(iii)Erection fabricated and galvanised steel structures other than Portals & traction- Masts not covered under items 3(b)(i) &3(b)(ii) Total 25027.00

Item Breakup - G-Electrical TRD- SCHEDULE-1-SECTION-4 (NON-FERROUS)

Supply 15(a)(ii) Supply & erection of small copper jumpers

Supply DYCE-C-1-UMB-ENGINEERING/NORTHERN RLY Total 25668.00 ERECTION ITEMS (Itemwise explanatory note/technical specification is given Part-1 Item- 2 chapterIV(Explanatory notes) of attached tender document) S No. Item No Description of Item Unit Qty Rate Amount 15(a)(i)upply & erection of large copper jumpers

Erection 15(a)(ii) Supply & erection of small copper jumpers

Erection 32(c)Extra on erection rates (Items of sub-section - IV) for work under a power block @ 100% (As per Annexure A in FORM-5 of attached tender document)

15(a)(i) Erection of large copper Each jumpers

15(a)(ii) Erection of small copper Each jumpers Total 5664.00

Item Breakup - H-Electrical TRD- SCHEDULE-1-SECTION-5 (INSULATOR)

4(ax)(i) Stay Arm Porcelain (CD- Each 1050mm)

4(ax)(iv) Bracket Porcelain (CD- Each 1050mm) 8(bx) Supply of 9- Tonne insulators for item 8(b)(i),(ii),(iii), (iv),(vi),(vii), (viii)&(ix)

8(bx)(i)Porcelain (CD-1050mm) 11(ax) Supply of 9- Tonne insulator for item 11(a)(i) &11(a) (ii)

11(ax)(i) Porcelain (CD-1050mm) Each Total 27269.80