Construction of New Railway BG line in Km 28/970 to 42/040 in between Kulthana including and Rajpura stations including Earthwork, Minor bridges (03 Nos) and Major bridges (07 Nos), station buildings, Tunnels (7 Nos) and MEGA Bridge ( 03 Nos) in connection with Ratlam Mhow Khandwa Gauge Conversion in the State of Madhya Pradesh

A-Civil and Approach Road Work 189357526.11 Below/Pa

B-Earthwork of Catch water Drain 7683300.34 Below/Pa

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

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, 2 unloading, bailing & pumping out water, if required, clearance of site and all other works incidental thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest updated correction slips and to the satisfaction of the Engineer-in-Charge. Note: (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked away from toe of embankment. (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. (iii)Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract. Soft rock not requiring blasting

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, 3 unloading, bailing & pumping out water, if required, clearance of site and all other works incidental thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest updated correction slips and to the satisfaction of the Engineer-in-Charge. Note: (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked away from toe of embankment. (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. (iii)Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract. In hard rock requiring blasting

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 4 thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest updated correction slips and to the satisfaction of the Engineer-in-Charge. Note: (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked away from toe of embankment. (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. (iii)Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract. In hard rock with hammer / chisel / pavement breaker etc. where blasting is not permitted due to special circumstances and if specifically ordered in writing including drilling and all incidental works thereto. Above/

C-Bridge Substructure work 610201323.32 Below/Pa

F-Bridge work Miscellaneous 40467530.49 Below/Pa

I-Supplying and Utilising Steel fibers Inside Tunnel 33623482.48 Below/Pa

J-Underground Concrete Work in Tunnel Below/Pa

K-Supplying and Utilising PU Grout in Tunnel 45359302.80 Below/Pa

L-Drainage & Other Misc. Works inside Tunnel 571844417.62 Below/Pa

Item Breakup - A-Civil and Approach Road Work

Item Breakup - C-Bridge Substructure work

cum Providing and laying in position Plain cement concrete of specified Nominal Mix for miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level :

7825.55 (zone-III) : 3 graded stone aggregate 20 mm nominal size) DYCE-C-I-IND-ENGINEERING/WESTERN RLY

49304.88 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. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 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.

4939.90 Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc.

739.44 Dirt wall/ ballast wall at formation level DYCE-C-I-IND-ENGINEERING/WESTERN RLY

299512.19 part thereof in the height above 9.0 m

300.00 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 r e q u i r e d with all materials and labour complete but excluding the cost of cement and shuttering as per drawings and technical specifications as directed by Engineer.

7956.00 Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge. Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles using Hydraulic piling Rig of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water complete in all respect as per approved drawing, specification and direction of the Engineer in charge. Note: 1. Payment for only cement, reinforcement shall be made extra. 2. Length of the pile for payment shall be measured up to the bottom of RCC pile Cap. 3. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Metre Supplying and filling ordinary sand in between bottom plug and top plug in wells including all lead lift handling, re-handling, as a complete job as per specification and guidelines. DYCE-C-I-IND-ENGINEERING/WESTERN RLY

24839.00 bed (This item is to be operated if suitable sand is not available in River Bed for filling

533.25 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. Note: 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.

250.00 machine batched, machine mixed and machine vibrated Design Mix Cement Concrete, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, of specified grade (cast in-situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, complete in all respect as per drawings and technical specifications to the satisfaction of Engineer-in- Charge. Note: Payment for cement, reinforcement and shuttering shall be made extra.

6000.00 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 : DYCE-C-I-IND-ENGINEERING/WESTERN RLY

211100.55 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 w a l l etc. up to 5m above ground level

3231.18 e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level.

1082525.33 no. 025031 & 025032 wherever required with adequate bracing, propping etc. over initial height of 5 metres for every additional height of 1 metre or part thereof.

spreading compacting well graded hard stone of 63mm average size (maximum up to 80mm size) in the bottom of foundation of box culverts, bridges etc. including all lead, lift, ascent, descent etc. complete job as per directions of Engineer In-charge. Total 839803637.93

Item Breakup - D-Cement Supply

37592.24 of approved brands/makes Total 348669153.77

Item Breakup - E-TMT Supply

100.66 permanent casing pipe for bored piles for all diameters with specified thickness of steel plate including all labour, materials, tools & complete as per approved drawing & specifications complete in all respect as per the direction of Engineer in c h a r g e . Note: Payment shall be made as per the weight of circular plate of casing pipe only. Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

24634324.78 grade Fe-500D or more of approved brands/makes. Total 2879164698.11

Item Breakup - F-Bridge work Miscellaneous

100.00 composite for use behind abutments, wing walls, return walls and Retaining walls Geocomposite drain (Vertical) as per RDSO Specification No. RDSO/2018/GE:IRS-0006 latest version with all material, labour, equipment, tools and plants, lead, lift etc. complete in all respects as per the direction of Engineer-in-Charge. Providing road crane of specified lifting capacity with specified jib length revolving type for material handling, assembly & erection of girders/slab/RCC Box etc.

100.00 capacity over Item 041209 for every additional 1 MT capacity or part there of DYCE-C-I-IND-ENGINEERING/WESTERN RLY

10.00 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.

500.00 on river bed for protection against scour with stone boulders weighing not less than 35 kg each with voids filled with spalls complete as per drawing and Technical Specification.

500.00 crates of approved size including overlaps at joints, laid with stone boulders, all loose ends to be tied with 4mm galvanised steel wire. Payment for boulders & wire crates to be done extra.

1940.00 not less than 35 kg each at specified bridge locations.

1200.00 Stone Boulders, weighing not less than 35kg each with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item).

800.00 as per RDSO Specifications underneath pitching in slopes complete as per drawing and Technical Specification.

500.00 rubble stone, laid over 15cm thick CC 1:2:4 and the voids filled with CC 1:2:4 complete with the joints pointed with 1:2 Cement Sand mortar as per drawing and Technical specifications. Payment for cement to be done separately. Voids in the rubble stone to be taken as 35% of the gross volume of the stone layer. Note: Base concrete shall be paid extra under relevant item. DYCE-C-I-IND-ENGINEERING/WESTERN RLY

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

2000.00 including consolidation with all labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media.

4880.00 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.

3000.00 coarse sand (no cohesive materials to be used) of approved quality including watering and ramming in foundation, behind the abutment, wing wall, retaining wall in layers not exceeding 150mm thick including its compaction as per direction of Engineer-in-charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line etc. complete with contractor's labour, materials, tools and plant.

3440.00 wing wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra.

of accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site. DYCE-C-I-IND-ENGINEERING/WESTERN RLY

1000.00 similar with minimum 1.10 cum bucket capacity

500.00 n-Carry crane of 12T capacity for misc. works of handling of material

for local Hour transportation or other misc. works.

4000.00 required by the Engineer in charge, for various works under SSE/P.Way, w i t h contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge. Total 73711348.80

Item Breakup - G-NS items

Loading, transporting and unloading MT of Rails 52 Kg/ 60 Kg /90R/ 75R, New/ SH/ Release, SEJ/ Glued Joints/ Check Rails, Points-Xings, Tie Bars, Fittings and all types of sleeper etc. from Any Location with contractors own means of transport i.e Truck / Trailors, crane, labour, diesel, T&P, etc. to Various Locations on this Section in yards and between stations along the Track, including all operations involving lifting, transporting, unloading, stacking/ spreading on cess at specified or as directed by the Engineer In Charge complete in all respect. Note: If Loading and unloading of other than Rails and sleepers will be done by without mechanical means, the payment shall be made @ 50% of accepted rate for this item. ( a ) Lead up to 1Km including loading, unloading & stacking.

Loading, transporting and unloading MT-Km of Rails 52 Kg/ 60 Kg /90R/ 75R, New/ SH/ Release, SEJ/ Glued Joints/ Check Rails, Points-Xings, Tie Bars, Fittings and all types of sleeper etc. from Any Location with contractors own means of transport i.e Truck / Trailors, crane, labour, diesel, T&P, etc. to Various Locations on this Section in yards and between stations along the Track, including all operations involving lifting, transporting, unloading, stacking/ spreading on cess at specified or as directed by the Engineer In Charge complete in all respect. Note: If Loading and unloading of other than Rails and sleepers will be done by without mechanical means, the payment shall be made @ 50% of accepted rate for this item. ( c ) For each additional 1 Km. or part thereof. DYCE-C-I-IND-ENGINEERING/WESTERN RLY

Providing and fixing 300mm*300mm Sqm size rhomboidal shaped cable panel/mesh made of 10mm dia zinc alloy coated steel wire rope with suitable connection with minimum tare resistance of 15 KN and tensile strength of rhomboidal cable panel/mesh 230KN/m. Punch strength of rhomboidal cable panel/mesh: 370KN/m with displacement less than 330mm. Each rhomboidal cable panel/mesh shall be made of a single cable including top and bottom support rope, lacing wire or rope required to connect the nets and all the accessories such as U clamps, turn buckles, thimbles, including safety all other ancillary works, material machinery, labour etc. complete as per technical specification as directed by Engineer incharge.

Providing and spreading 8*10 woven Sqm hexagonal grid/mesh of high strength steel wire with class A zinc alloy coat and dia. 2.7 mm, Longitudinally weave with steel cable grade1770 Mpa, having a dia of 8 mm (specification as per IRC SR 23) meeting the following minimum requirement: Longitudinal tensile strength: 170 KN/m, puncture resistance: 140 KN with maximum displacement of 450 mm including top and bottom support rope, lacing wire, or rope required to connect the nets and all the accessories such as U clamps, turn buckles, thimbles, including safety all other ancillary works, material machinery, labour, etc. with all leads and lifts and as per technical specification attached and as directed by Engineer in-Charge.

Providing and fixing 25mm dia. RM Continuously threaded bars of minimum yield load 245KN, hexagonal nut, 200mm x 200mm x 10mm size washer plate, coupler for connecting bars and full length grouting with admixtures including all ancillary works and material for rock bolt, mesh anchoring, including machinery, labour etc. complete as per technical specification attached and as per directed by engineer-in- charge. DYCE-C-I-IND-ENGINEERING/WESTERN RLY

Extra for use of slip forms for Numbers pier/abutment shafts/wall including procuring all equipments, cranes, jacks erection and operation of slip forms for casting of pier/abutment wall as per railway's stipulated time for each activity. (a)Erection of slip form unit. NOTE: (1) The rate is inclusive of any modification required in mix design of concrete for pier shaft. (2) The rate should inclusive of arranging minimum four sets of shuttering and three sets of hydraulic equipments. (3) The very purpose of using slip forms is to complete the entire work of pier in stipulated programme. Hence only 70% of the rate shall be paid during the progress of the work. The balance part shall only be payable after completion of pier cap of each pier.

Extra for use of slip forms for Sqm pier/abutment shafts/wall including procuring all equipments, cranes, jacks erection and operation of slip forms for casting of pier/abutment wall as per railway's stipulated time for each activity. (b)Operation of slip form unit. NOTE: (1) The rate is inclusive of any modification required in mix design of concrete for pier shaft. (2) The rate should inclusive of arranging minimum four sets of shuttering and three sets of hydraulic equipments. (3) The very purpose of using slip forms is to complete the entire work of pier in stipulated programme. Hence only 70% of the rate shall be paid during the progress of the work. The balance part shall only be payable after completion of pier cap of each pier.

Extra for use of slip forms for Numbers pier/abutment shafts/wall including procuring all equipments, cranes, jacks erection and operation of slip forms for casting of pier/abutment wall as per railway's stipulated time for each activity. (c)Dismantling of slip form unit. NOTE: (1) The rate is inclusive of any modification required in mix design of concrete for pier shaft. (2) The rate should inclusive of arranging minimum four sets of shuttering and three sets of hydraulic equipments. (3) The very purpose of using slip forms is to complete the entire work of pier in stipulated programme. Hence only 70% of the rate shall be paid during the progress of the work. The balance part shall only be payable after completion of pier cap of each pier. DYCE-C-I-IND-ENGINEERING/WESTERN RLY

Supply and installation of a mono- Sqm absorptive noise barrier system, comprising mono-absorptive panels with complete supporting structural elements, installed behind the crash barrier as per approved drawings. The monoabsorptive panels shall be 100 mm thick, made of powder- coated G.I. sheets, perforated on the front face and non-perforated on the rear face, with infill of chemically treated, water-repellent mineral wool of 64 kg/m³ density to ensure effective sound absorption. The system shall be supported by PU/epoxy-coated steel posts, welded to 10 mm thick steel base plates with stiffeners, and anchored behind the crash barrier using M16 Grade 8.8 anchor bolts, nuts, and washers. The acoustic performance shall comply with EN 1793, and the mechanical performance shall comply with EN 1794, in accordance with SP 130:2022.

Supplying and installation of Carbon Metre MS pipes as access tubes for CHUM testing in 1200 mm dia. RCC M- 35 grade pile at the rate of 4 access tubes in each pile up to the full depth of the pile with all materials including Jointer , End Caps , Labour, machinery lead and lift etc. complete. The rate includes site preparation for conducting CHUM test filling of water in the access tubes to maintain bore-hole stability during drilling and cement grouting of the access tubes after tests. Total 184479151.48

Item Breakup - H-Support System in Tunnel

SN Bolts (25mm dia.) : Supply, Metre drilling, installation and grouting of SN type rock bolts of the specified length, Fy greater than or equal to 500 MPa (slopes, tunnel support & face bolts) with contractors men, material, consumables, plants, equipments, machineries, including all lead & lifts loading , unloading. (a) Length 3m.

SN Bolts (25mm dia.) : Supply, Metre drilling, installation and grouting of SN type rock bolts of the specified length, Fy greater than or equal to 500 MPa (slopes, tunnel support & face bolts) with contractors men, material, consumables, plants, equipments, machineries, including all lead & lifts loading , unloading. (b) Length 4m. DYCE-C-I-IND-ENGINEERING/WESTERN RLY

SN Bolts (25mm dia.) : Supply, Metre drilling, installation and grouting of SN type rock bolts of the specified length, Fy greater than or equal to 500 MPa (slopes, tunnel support & face bolts) with contractors men, material, consumables, plants, equipments, machineries, including all lead & lifts loading , unloading. (c) Length 6m.

SDA installation and grouting of R32 Self- drilling anchor (SDA) bolts of the specified length, Fy greater than or equal to 230 KN with contractors men, material, consumables (including grout coupling), tools & plants, equipments, machineries, including all lead & lifts, loading, unloading. (a) Length 3m.

SDA installation and grouting of R32 Self- drilling anchor (SDA) bolts of the specified length, Fy greater than or equal to 230 KN with contractors men, material, consumables (including grout coupling), tools & plants, equipments, machineries, including all lead & lifts, loading, unloading. (b) Length 4m.

SDA installation and grouting of R32 Self- drilling anchor (SDA) bolts of the specified length, Fy greater than or equal to 230 KN with contractors men, material, consumables (including grout coupling), tools & plants, equipments, machineries, including all lead & lifts, loading, unloading. (c) Length 6m.

Fiber transporting to site, drilling, installation, testing and grouting of Fiber glass bolts of the specified length, 32/15, Fy greater than or equal to 500 KN with contractors men, material, consumables, tools & plants, equipments, machineries, including all lead & lifts, loading , unloading.( Specifications to be followed for details)

Water Inflatable bolts : Supply, Metre drilling and installation of Water Inflatable bolts (Swellex or similar) of the specified length, Fy greater than or equal to 200 KN (tunnel support) with contractor's men, material, consumables, tools & plants, equipments, machineries, including all lead & lifts, loading, unloading.( Specifications to be followed for details) DYCE-C-I-IND-ENGINEERING/WESTERN RLY

Supply, drilling hole, installation and Metre grouting of pre-support elements (Pipe roofing) Seamless pipe, OD 114.3mm, 6.3mm thick, Yield load greater than or equal to 1200KN up to 15m long with conventional drilling techniques at a shallow look out angle from the tunnel axis with specialised drill bit and casing systems providing direction control and installation accuracy with contractors men, material, consumables including grout coupling), tools & plants, equipment's , machineries, including all lead & lifts loading , unloading etc. required for the complete job.( Specifications to be followed for details)

Supply, drilling hole, installation and Metre grouting of Light Forepoling elements with contractor's men, material, consumables (including grout coupling where required) , tools & plants, equipments, machineries, including all lead & lifts, loading , unloading. (a) SN Type 32 mm dia., 4m length.

Supply, drilling hole, installation and Metre grouting of Light Forepoling elements with contractor's men, material, consumables (including grout coupling where required) , tools & plants, equipments, machineries, including all lead & lifts, loading , unloading. (c) SN Type 25 mm dia., 4m length.

Supply, drilling hole, installation and Metre grouting of Light Forepoling elements with contractor's men, material, consumables (including grout coupling where required) , tools & plants, equipments, machineries, including all lead & lifts, loading , unloading. (d) SD Type 32 mm dia., 3m length.

Supply, drilling hole, installation and Metre grouting of Light Forepoling elements with contractor's men, material, consumables (including grout coupling where required) , tools & plants, equipments, machineries, including all lead & lifts, loading , unloading. (d) SD Type 32 mm dia., 6m length. DYCE-C-I-IND-ENGINEERING/WESTERN RLY

Lattice Girders: Supply, Fabrication MT and erection of lattice girders using high strength reinforcing steel Fe500D with all accessories such as bolt/nuts, washers, plates, tie rods etc., including all lead, lift, wastage, storing, drilling holes, fixing in phases etc. and installation of accessories for joining the Lattice girder segments and fixing into place as per approved workshop drawings of Contractor & as per technical specification with contractor's men, material, consumables, tools and plants, equipments, machineries, including all lead and lift, loading, unloading as directed by Engineer-in- Charge etc. complete. Rate to cover supports & scaffoldings required during the course of erection including additional cost for enlargement of top heading footing etc. complete.

Wire Mesh: Supply, cutting, placing MT and fixing into position with appropriate anchors of 150x150x6 mm or 150x150x8mm welded wire fabric of Fy=500 MPa as reinforcement in primary lining & inner lining as per approved drawings & as per technical specification with contractors men, material, cost of pins, hooks, consumables , tools & plants, equipments, machineries, including all lead & lifts, loading , unloading, handling, wastage complete as directed by Engineer - in -Charge.

Steel Ribs: Supply , Fabrication and MT erection in position permanent tunnel steel ribs including of variable geometry and or member size as per design/assembly, using structural steel Grade A, Yield stress greater than or equal to 250MPa with all accessories such as bolt/nuts, washers, plates, tie rods etc., including cutting, drilling, cold bending, welding, threading, leveling, aligning and fixing in position of all rods, gusset/ wall plates, prestressing by blocking against rock-surface etc. as per approved drawings and Specifications or as directed by Engineer with contractor's men, material, consumables, tools and plants, equipments, machineries, including all lead and lift, loading, unloading. Rate to cover supports & scaffoldings required during the course of erection etc. complete. Total 801348811.71

Item Breakup - I-Supplying and Utilising Steel fibers Inside Tunnel

Supply & mixing of double end MT hooked loose steel Fibers of circular cross section having diameter 0.75mm & aspect ratio equal to 49 conforming to EC- certificate of conformity as per EN 14889, tensile strength more than 1100 Mpa & ultimate Strain less 4% as per approved drawings & specifications, inclusive of cost of materials ,machines, manpower, consumables, T&P, experts, supervision, all leads & lifts etc., complete as per scope of work, Special Conditions of contract & instructions of Engineer-in-charge. Total 33623482.48

Item Breakup - J-Underground Concrete Work in Tunnel

Sprayed concrete/ Shotcreting : cum Spraying concrete with designed mix of minimum grade M25/30 in following works, as per approved drawings & as per technical specification with contractors men, material, consumables (including additives), tools & plants, equipments , machineries, including all lead & lifts, loading, unloading, wastages, rebound, curing etc. as directed by Engineer - in -Charge , etc. complete. Primary lining: sprayed concrete for primary (outer) lining of Tunnel Crosspage Niches, grade designed mix of minimum grade M30, including face sealing sprayed concrete, temporary invert, widening of top heading footing in tunnel, filling of saw-tooth profile etc. Note : i) Payment for supply of steel fibres will be made separately & as per actual consumption of approved proportions (nominal/ design).

M30 Concrete: Design mix cement cum concrete as per approved drawings and Specifications or as directed by Engineer, in following works including machine mixed, machine batched, machine vibrated with contractor's men, material, consumables (including additives), tools & plants, equipments, machineries, all lead & lifts, loading, unloading, wastages etc complete. The rate includes cost of form work, shuttering, centering, scaffolding, fixing and removing thereof, levelling, finishing of exposed surfaces, curing etc. Note : i) Rates are inclusive of Cement. ii) Payment for fabrication and supply of reinforcement steel / fibers (including all wastages) shall be paid as per approved drawing separately. (a) M30 RCC for Final (Inner) lining of main tunnel & niches with Movable Shutter with hydraulic moving and adjustment facilities. DYCE-C-I-IND-ENGINEERING/WESTERN RLY

M30 Concrete: Design mix cement cum concrete as per approved drawings and Specifications or as directed by Engineer, in following works including machine mixed, machine batched, machine vibrated with contractor's men, material, consumables (including additives), tools & plants, equipments, machineries, all lead & lifts, loading, unloading, wastages etc complete. The rate includes cost of form work, shuttering, centering, scaffolding, fixing and removing thereof, levelling, finishing of exposed surfaces, curing etc. Note : i) Rates are inclusive of Cement. ii) Payment for fabrication and supply of reinforcement steel / fibers (including all wastages) shall be paid as per approved drawing separately. (b) M30 RCC for Final (Inner) lining of main tunnel & niches (Invert slab, foundation beams).

M30 Concrete: Design mix cement cum concrete as per approved drawings and Specifications or as directed by Engineer, in following works including machine mixed, machine batched, machine vibrated with contractor's men, material, consumables (including additives), tools & plants, equipments, machineries, all lead & lifts, loading, unloading, wastages etc complete. The rate includes cost of form work, shuttering, centering, scaffolding, fixing and removing thereof, levelling, finishing of exposed surfaces, curing etc. Note : i) Rates are inclusive of Cement. ii) Payment for fabrication and supply of reinforcement steel / fibers (including all wastages) shall be paid as per approved drawing separately. (c) M30 RCC for small cast in place or precast, lightly reinforced concrete structures such as: manholes, drainage channels or gutters, cable troughts, concrete covers etc. Price includes supply and installation of cement mortar bed for levelling of precast elements.

M30 concrete for Primary (outer) cum lining of Tunnel or Niches, temporary invert or back fill concrete or in lieu of shotcrete where shotcrete can not be applied because conditions in the tunnels will not allow it. The rate includes cost of form work, shuttering, centering, scaffolding, fixing and removing thereof, levelling, finishing of exposed surfaces, curing etc. Note: Rates are inclusive of Cement. DYCE-C-I-IND-ENGINEERING/WESTERN RLY

M15 Concrete: Design Mix cement cum concrete M15 in following PCC works including mechanically mixed, machine batched, machine vibrated as per technical specification and drawings with contractors men, material, consumables (including additives), tools & plants, equipments, machineries, all lead & lifts, loading , unloading, wastages and as directed by Engineer - in - Charge , etc complete. The rate includes cost of form work, shuttering, centering, scaffolding, fixing and removing thereof, levelling, finishing of exposed surfaces, curing etc. (For application below base slab) (a) Fill concrete in tunnel. Note: Rates are inclusive of Cement.

M15 Concrete: Design Mix cement cum concrete M15 in following PCC works including mechanically mixed, machine batched, machine vibrated as per technical specification and drawings with contractors men, material, consumables (including additives), tools & plants, equipments, machineries, all lead & lifts, loading , unloading, wastages and as directed by Engineer - in - Charge , etc complete. The rate includes cost of form work, shuttering, centering, scaffolding, fixing and removing thereof, levelling, finishing of exposed surfaces, curing etc. (For application below base slab) (b) Blinding concrete in tunnel, lean concrete etc. Note: Rates are inclusive of Cement.

M15 Concrete: Design Mix cement cum concrete M15 in following PCC works including mechanically mixed, machine batched, machine vibrated as per technical specification and drawings with contractors men, material, consumables (including additives), tools & plants, equipments, machineries, all lead & lifts, loading , unloading, wastages and as directed by Engineer - in - Charge , etc complete. The rate includes cost of form work, shuttering, centering, scaffolding, fixing and removing thereof, levelling, finishing of exposed surfaces, curing etc. (For application below base slab) (c) No-fines porous concrete in tunnel. Note: Rates are inclusive of Cement. Total 1293834295.52

Item Breakup - L-Drainage & Other Misc. Works inside Tunnel

Providing and installing PVC pipes of Metre following diameters in the tunnel including the cost of all materials, labour, equipments etc. required for the completion of job as per approved drawings as a complete job as per IS Code 13592 and as directed by Engineer-in-Charge. (a) 75 mm internal diameter PVC pipe.

Providing and installing PVC pipes of Metre following diameters in the tunnel including the cost of all materials, labour, equipments etc. required for the completion of job as per approved drawings as a complete job as per IS Code 13592 and as directed by Engineer-in-Charge. (b) 110 mm internal diameter PVC pipe.

Providing and installing of perforated Metre PVC drainage pipes wrapped in geotextile membrane in the tunnel/Open area of following diameters as per approved drawings & specifications and as directed by Engineer (a) 50 mm.

Providing and installing of perforated Metre PVC drainage pipes wrapped in geotextile membrane in the tunnel/Open area of following diameters as per approved drawings & specifications and as directed by Engineer (b) 80 mm.

Drilling of 50-80 mm dia. holes Metre (rotary-percussion drilling) in sprayed concrete lining as weep holes / relief holes, drainage bore holes of required length in any direction as per approved drawings & specifications and as directed by Engineer.(Applicable for Sch-L Item No. NS 3 & 4)

Exploratory drilling & Drainage holes, Metre up to 35m length, 10m overlap as per approved drawings as a complete job as per specifications and as directed by Engineer-in- charge. (In Tunnel & Open Excavation) The rate shall include drilling through walls, boulders and hard rock also in presence of water in any depth .The drilling shall be simple rotatory or rotatory percussive .Rate also includes costs of all materials, labour, equipments, temporary shuttering/scaffolding that should be required for drilling at any height etc. required for the complete job as per specifications and as directed by Engineer-in- Charge. (a)Horizontal/ Sub horizontal in all kinds of soft ground diameter 50 to 90mm. DYCE-C-I-IND-ENGINEERING/WESTERN RLY

Exploratory drilling & Drainage holes, Metre up to 35m length, 10m overlap as per approved drawings as a complete job as per specifications and as directed by Engineer-in- charge. (In Tunnel & Open Excavation) The rate shall include drilling through walls, boulders and hard rock also in presence of water in any depth .The drilling shall be simple rotatory or rotatory percussive .Rate also includes costs of all materials, labour, equipments, temporary shuttering/scaffolding that should be required for drilling at any height etc. required for the complete job as per specifications and as directed by Engineer-in- Charge. (b)Horizontal/ Sub horizontal in all kinds of soft ground diameter more than 90mm.

Exploratory drilling & Drainage holes, Metre up to 35m length, 10m overlap as per approved drawings as a complete job as per specifications and as directed by Engineer-in- charge. (In Tunnel & Open Excavation) The rate shall include drilling through walls, boulders and hard rock also in presence of water in any depth .The drilling shall be simple rotatory or rotatory percussive .Rate also includes costs of all materials, labour, equipments, temporary shuttering/scaffolding that should be required for drilling at any height etc. required for the complete job as per specifications and as directed by Engineer-in- Charge. (c)Horizontal/ Sub horizontal in all kinds of rocks, diameter 50 to 90mm.

Exploratory drilling & Drainage holes, Metre up to 35m length, 10m overlap as per approved drawings as a complete job as per specifications and as directed by Engineer-in- charge. (In Tunnel & Open Excavation) The rate shall include drilling through walls, boulders and hard rock also in presence of water in any depth .The drilling shall be simple rotatory or rotatory percussive .Rate also includes costs of all materials, labour, equipments, temporary shuttering/scaffolding that should be required for drilling at any height etc. required for the complete job as per specifications and as directed by Engineer-in- Charge. (d)Horizontal/ Sub horizontal in all kinds of rocks, more than 90mm.

Supplying and fixing of 100 to RM 150mm dia. MS pipe ('C' class) in bore holes for cavity concreting/ fixing with contractors men, material, consumables, tools and plants, equipments, machineries , including all lead and lift, loading , unloading etc. complete. DYCE-C-I-IND-ENGINEERING/WESTERN RLY

Drainage pipe: Providing and laying Metre of pipe of following diameters as main collector pipe, connection pipes, cleaning access pipes, pipe sleeves and all fittings e.g. elbows, Tee's etc., including the cost of all materials, labour, equipments etc. required for the completion of job as per approved drawings & specifications and as per IS : 14333 (Pressure Rating of PN-2.5) and as directed by Engineer-in-Charge (a) 400 mm dia. pipe (main collector).

Drainage pipe: Providing and laying Metre of pipe of following diameters as main collector pipe, connection pipes, cleaning access pipes, pipe sleeves and all fittings e.g. elbows, Tee's etc., including the cost of all materials, labour, equipments etc. required for the completion of job as per approved drawings & specifications and as per IS : 14333 (Pressure Rating of PN-2.5) and as directed by Engineer-in-Charge (b)200 mm dia. pipe.

Geotextile: Providing, laying and Sqm fixing of protective felt (geotextile) with a minimum weight of 700 g/m2 for protection of the waterproofing membranes & drainage on the finished outer lining surface including the cost of all materials, labour, equipments etc. required for the completion of job as per specifications and as directed by Engineer-in-charge.

Membrane: welding of 2mm thick PVC or ECB Water Proofing membrane including the cost of all materials, labour, equipments, etc. required for the completion of job.

Waterstops: Supply and installation Metre of PVC waterbars and Hydrophilic waterstops with all accessories and special junctions for splicing, securing into place and protecting during concreting works , including the cost of all materials and junction pieces, labour, equipments, etc. required for the completion of job. (a) Construction Joints: PVC waterstop at the Circle (240 mm wide, 8-11mm thick) Total 571844417.62

Item Breakup - M-Horticulture

Item Breakup - G1B-Utility Shifting

Modification to 11KV HT crossing by using U/G cables.

Modification to LT track crossing by Numbers using U/G cables.

Modification to 33KV HT crossing by using U/G cables. Total 15176054.37