Construction of balance civil engineering works including formation, minor/major bridges, RUBs/Subways, Station Buildings, Staff Quarters, Platforms, Passenger Amenities, Supply & Spreading Ballast, Track linking, P Way Works and other associated works in connection with conversion of existing Narrow Gauge track to proposed Broad Gauge track for 25T loading standard between Waghodiya (excluding) to Samlaya (including) railway stations from km 54.00 to km 78.60 (24.60 km) along with Lotna ROR (km 74 to 83.12 =9.12 km) and Surface connection at Lotna (km 74 to 81=7.0km) in connection with Miyagam- Dabhoi- Samlaya GC project in Vadodara Division of Western Railway.

F-SUPPLYING & UTILISING CEMENT 395764708.33 Below/P

G-SUPPLYING & UTILISING STEEL 916719227.78 Below/P

K-NS TRANSPORTATION OF P WAYS MATERIALS 46512503.20 Below/P

M-FOR GENERAL ITEMS OF CIVIL WORKS 248047973.96 Below/P

N-FOR STEEL REINFORCEMENT & STRUCTURAL STEEL 47006821.99 Below/P

Item Breakup - A-EARTH WORK & BLANKETING

Using Soil Class SQ1

Using Soil Class SQ2 CAO-C-BRC-ENGINEERING/WESTERN RLY 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 classifications of soil except rock

Soft rock not requiring blasting

Mechanical blanketing material by using only hard and durable stone crushed in mechanical crusher to different gradations, wet mixing of the same in designed proportion in Pug mill or wet mix plant to have uniform gradation including all incidental transportation, laying over finished formation in uniform layer(s) with motor grader, compaction with suitable vibratory roller to specified density and finishing to correct profile, complete as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest correction slips. Note: This item shall be used only when entire constituent of blanketing material is mechanically manufactured by crushing of hard and durable stone into desired gradation of designed proportion. CAO-C-BRC-ENGINEERING/WESTERN RLY Turfing / planting, including all lead & lift and watering as required until properly rooted with. Note: Initially payment of only 40% will be made. Balance 60% will be paid after 3 months of maintenance period, only if the turfing is properly rooted on entire turfed area.

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

On top of subgrade or prepared Sqm subgrade before laying blanketing layer with minimum strengths in Grab test, Trapezoidal Tear test and Puncture test of 700N, 250 N and 1800 N respectively. Total 2109990878.29

Item Breakup - B-BRIDGE SUB STRUCTURE

Plate size 30cm x 30cm CAO-C-BRC-ENGINEERING/WESTERN 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

Soft rock (not requiring blasting)

Hard rock (blasting prohibited ) 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 :

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

1:2:4 (1 cement : 2 coarse sand cum (zone-III) : 4 graded stone aggregate 20 mm nominal size)

1:2:4 (1 Cement : 2 coarse sand cum (zone-III) : 4 graded stone aggregate 40 mm nominal size)

1:3:6 (1 Cement : 3 coarse sand cum (zone-III) : 6 graded stone aggregate 20 mm nominal size) CAO-C-BRC-ENGINEERING/WESTERN RLY

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

Abutment & Pier

Wing wall and Return wall CAO-C-BRC-ENGINEERING/WESTERN RLY

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

Approach slab at formation level, cum Dirt wall/ ballast wall at formation level

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

Providing and fixing Weep Holes Metre in 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. N o t e : 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.

1200mm diameter CAO-C-BRC-ENGINEERING/WESTERN RLY Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer.

Initial load test above 100 ton and Each up to 250 T capacity pile

Extra for every increase of 50 ton Each in pile capacity or part thereof over 250 ton

Routine Load Test above 100 ton Each capacity up to 250 ton capacity pile

Pulse Echo Test (PET) for integrity Each testing of piles with contractor's men, materials and machines. The rate includes cost of Inspection of site, preparation of pile head and any other unforeseen cost required for the test, submission of reports in triplicate as per satisfaction of the Engineer in Charge.

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. CAO-C-BRC-ENGINEERING/WESTERN RLY

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

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

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

Extra for additional height over Sqm item 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. Total 927654689.98

Item Breakup - C-BRIDGE SUPER STRUCTURE

P r o v i d i n g and position machine batched, machine mixed and machine v i b r a t e d Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the Precast Prestressed (Post- tensioned) Concrete Girder/Box Girders/Slabs in contactor's casting yard in the vicinity of worksite, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings, specifications and direction of the Engineer. Note: 1. Payment for Shuttering, Cement, Reinforcement, HTS cables, Sheathing, Anchorage Cones, stressing of cables, grouting of the ducts and launching of girder/slab in position shall be made extra under relevant items. However, deduction shall be made in case of slab as per relevant item. 2. For pre-cast item, loading in transport vehicle in casting yard is included and shall not be paid extra. 3. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Supplying and laying in position cum specified grade precast prestressed cement concrete ballast retainers of size, as directed by Engineer In-charge. Payment for Shuttering, Cement, reinforcement, HTS cables, anchorage cones, stressing of cables and grouting of the ducts will be done extra. CAO-C-BRC-ENGINEERING/WESTERN RLY

Design, manufacturing, supplying Cubic and fixing in position elastomeric Centimetre bearing true to line and level conforming to IS:3400, IS:226, BS-5400 under prestressed concrete girders/ Steel Girders, for Pre-cast as well as cast-in-situ girders as per approved drawing. The rate shall include cost of load test of one no. bearing from Railway approved firms and all fixing materials, equipments, machineries, labour, taxes, loading, unloading, leading, lifting etc. complete. Rates include getting the drawing approved from Railway and cost of inspection during manufacturing from railway approved organization.Note : 1. The rate is for finished item complete and paid only after fixing in position below the girder. 2. The volume shall be as given in the drawing and no deduction shall be made for inserted steel plates etc. Providing and fixing in position of standard preformed sealed and slab type or strip seal elastomeric type expansion joints for Railway bridge or Road Over Bridges as per approved drawings and latest MORTH/IRC specifications complete in all respect as directed by Engineer in-charge.

For 40mm expansion

For 80mm expansion Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all lead & lift, etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading material etc. The load shall be 1.25 times the stipulated design load.

For Span design load up to 100 Each MT

Extra for every increase of 1 MT MT or part thereof over 100 MT in the span design load capacity up to 800 MT CAO-C-BRC-ENGINEERING/WESTERN RLY

Providing Flood Level Gauges on Sqm abutments and piers, made by 20mm thick 1:4 cement plaster for a width of not less than 300mm, duly engraving markings & figures in metres, divided into 10 parts commencing from under- side of girders towards bed, painting markings & figures with black enamel paint in three coats on white background including painting HFL Mark in white by side of gauge with year of occurrence with all Contractor's materials, labour, tools, scaffolding and supports, lead & lifts, curing etc. complete as per approved drawing and as directed by the Engineer in- charge excluding cost of cement which shall be paid extra. Providing and fixing in position GI Drainage Spouts of required length with Grating in RCC slab and filling bitumen along kerb as shown in drawing with contractor's pipes, bitumen, tools, equipment, lead, lifts etc. complete as per specifications and as directed by Engineer in- charge.

50mm dia. Drainage Spouts

Applying Epoxy Paint three coats on existing bottom surface of deck slab including cleaning surface of dirt, dust & other foreign matter, sand papering, wire brushing as required with all contractor's materials tools, machinery, scaffolding, lead, lifts etc. complete as per specifications and as directed by Engineer in- charge

Deduction in rate of 031010, cum 031020 and 031030 for casting of slab in place of Girder for any height

Supply & applying two coats of Sqm bitumen emulsion of Grade RS-1, conforming to IS:8887 on the top surface of concrete deck slab (New bridges) @ 1.70 kg/sqm after cleaning surface with all materials, labour, tools and plants, equipment etc. complete. Total 17371920.72

Item Breakup - D-BRIDGE STRUCTURE STEEL

Providing, fabricating & fixing in MT position to exact design profiles, H.T.S. cables of all classification made from Low Relaxation strands conforming to IS:14268- latest version in Prestressed (Post-tensioned) Concrete girders/slabs etc. including supplying, cutting, making into cables with necessary spacers, colour coding, protecting with water soluble oil at all time, anchoring of cables, supplying and placing spiral corrugated type galvanized metal steel ducts sheathing made up of Cold Rolled Cold Annealed (CRCA) mild steel conforming to IS:513 of required diameter/ thickness, vent pipe, placing, bending, routing, fixing, stressing & grouting of cable ducts with cement grout, Anchorage sets in required number with provision for future prestressing if any including all lead and lift with contractor's own materials, labour, equipments etc. complete as per drawings & specifications. Rate also includes covering anchorage pads with epoxy mortar of approved quality to avoid corrosion. Cement for grouting to be paid separately. Payment shall be made in terms of weight of HTS cables as per drawing. CAO-C-BRC-ENGINEERING/WESTERN 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. Assembling and erection of fabricated Steel girders on bearings at site with crane/derrick / any other approved means at site on sub structure with labour, equipment, T&P including site bolting with all temporary arrangements, scaffolding etc. with contractors design and scheme for longitudinal launching/side slewing (not requiring traffic block) approved by Railway. Rate includes drifts, service bolts, Holding down bolts etc. as per drawings. Note: Payment for HSFG bolts used if any will be made separately under relevant item.

Plate Girder/Semi Through Girder MT /Composite Girder more than 12.2 m span

Open web Girder CAO-C-BRC-ENGINEERING/WESTERN RLY Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns.

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

With epoxy concrete grouting.

Supplying, Fabricating and fixing MT access ladders, inspection platforms, Trolley refuges etc., on bridges with structural steel conforming to IS:2062 including welding / bolting, priming painting with one coat of ready mixed paint of Zinc Chromate (IS:104) with DFT of 25-30 microns followed by one coat of Zinc Chrome Red Oxide (IS:2074) with DFT of 25 microns with all material, labour, T&P as a complete job. Note: Painting shall be paid separately under relevant item.

Supplying, fitting and fixing in MT position true to line and level cast steel rocker/roller bearing of different load bearing capacity conforming to IS :7666, IS:9565, IS:1030, IS:919, IS:3073 and IRS Bridge Code including all accessories as per drawing and Technical Specifications with all material, labour, T&P as a complete job. The payment shall be made for the load bearing capacity in Metric Tonne as per approved drawing. CAO-C-BRC-ENGINEERING/WESTERN RLY Design, supply and fixing 300MT capacity Spherical Bearing in position t r u e to line and level consisting of set of concave and convex mating steel backing plate with a low friction sliding interface, flat sliding elements ,guides and restraining rings; with all components conforming to approved drawing and technical specifications & Bridge Code including grouting of holes for anchor bolts and underside of base plate with approved non- shrink epoxy grout with all material, labour, T&P as a complete job. Note: Sliding surface with PTFE or UHMWPE low friction thermoplastic material and steel for backing plate of Mild steel in accordance to IS:2062 grade-B. Cast steel in accordance with IS 1030 Grade 280-520W. Stain less steel in accordance with AISI 304/316.Low friction thermo -plastic sliding PTFE material either pure polytetrafluroethalyne (PTFE) Or Ultra High Molecular weight Polyethylene (UHMWPE). Austanitic steel is of stainless steel for the sliding interface shall be in accordance with AISI 316L or O2 Cr17 NI12 of IS-6911. The thickness of the stain less steel sheet shall be 3mm minimum. The stainless steel sheet shall be attached to its backing plate either by screwing/riveting or by continuous fillet weld. Hard chromium plated surface shall be entire curved surface of the convex steel plate mating with hard chromium plated concave sliding surface .The thickness of the hard chromium plating shall be at least 100 microns and the final surface roughness of the plated surface shall not exceed 3 microns. Bearing manufacturer shall give the guarantee for satisfactory performance of bearing for period specified.

Spherical Slide Guide (T) Bearing Each Launching in position, by any approved method, pre-fabricated Steel Girders, precast PSC girders/slabs, casted at casting bed developed at site, to correct alignment and level over the bed block / pedestal with all required arrangements, complete in all respect.

PSC girders / slabs CAO-C-BRC-ENGINEERING/WESTERN 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. Supplying & fixing of Anti-Skid MS / Stainless Steel chequered plates on un- ballasted deck bridge as per approved drawings, with matching grade stainless steel fasteners as directed by Engineer-in- Charge, on new bridge or replacement of existing chequered plates on old bridge including removal of old chequered plates and stacking near approaches of bridge, clear from all infringement. Note: Joints of chequered plates shall not fall in between sleepers

MS chequered plates 6 to 8mm Kg thick on new bridge

Galvanisation Chequered Plates, Channels, Plates, Angles, and I-Section by hot dip process with Zinc Coating and mass of Zinc coating shall not be less than 705 g/sqm and galvanisation thickness shall not be less than 100 microns including necessary surface preparation as per Clause-4 of IS:2629-1985. Galvanisation shall be done as per IS:2629-1985 and IS:4759-1996 with Zinc conforming to IS:209-1992, duly taking all the measures for safeguarding against embrittlement of hot-dip galvanised iron and steel products as per IS:6158-1984 with all contractor's labour, material, tools, plant, all lead, lift and crossing of tracks etc. complete and as directed by the Engineer in-charge. CAO-C-BRC-ENGINEERING/WESTERN RLY Total 98056830.56

Item Breakup - E-BRIDGE MISCELLANEOUS

Supplying of stone boulders cum weighing not less than 35 kg each at specified bridge locations.

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

Providing and laying flooring with cum 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.

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.

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

Providing cast in situ bridge Each number plaques as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet coping duly engraving the letter and figures and an arrow indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, painting letters and figures with two coats of black enamel paint on two coats of white background with all labour, tools, cement, paint etc. with all leads and lifts. CAO-C-BRC-ENGINEERING/WESTERN RLY

Providing cast in-situ plaques for Each bridge foundations details of size 45cmx45cmx5cm in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm deep notch over abutment & piers, engraving the letters & figures with CM 1:3 and finished smooth including painting letters and figures with 2 coats of black enamel and plaque with white enamel with all labour, tools, cement, paint, curing etc. as a complete job.

Supplying, spreading and filling cum 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.

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

Dewatering accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours.

Fabrication, supplying and fixing Each 600mm x 450mm Bridge Board made from 16 SWG MS Sheet duly welded or riveted to back support of two 600mm long horizontal angles of size 25mm x 25mm x 3mm & two numbers 2.5 metre long vertical support of MS Angle of size 50mm x 50mm x 5mm, welded / rivetted to board. Vertical supports shall have split ends for proper fixing in ground. Vertical supports of board shall be embedded in ground in M 20 Cement Concrete blocks of size 300mm x 300mm x 300mm, complete job including painting & writing of subject matter on bridge board, as directed by Engineer - In charge Note: Excavation & concrete work will be paid separately. Total 231237226.82

Item Breakup - F-SUPPLYING & UTILISING CEMENT

Ordinary Portland Cement 53 MT grade of approved brands/makes Total 521497836.78

Item Breakup - G-SUPPLYING & UTILISING STEEL

Providing, installing permanent casing pipe f o r 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 charge. 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.

Thermo-Mechanically bars of grade Fe-500D or more of approved brands/makes. Total 1530160620.57

Item Breakup - H-P WAY ITEM

For Through Rail Renewal work

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

For Through Rail Renewal work

For Casual/Scattered Rail Renewal RM work CAO-C-BRC-ENGINEERING/WESTERN RLY

Through renewal of Metal / GFN Sleeper liners in running track condition after cleaning of rail foot at liner seat, greasing of liner, liner seat and sealing of liner contact area at rail foot including removing, cleaning & lubrication of ER Clip & Insert Eye and re-driving the same with contractor's grease graphite of approved quality with all lead & lift.

Lubrication of gauge face of rail RM on curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. Drilling of hole of different diameter and chamfering, in rail of any section and any UTS manually only in emergencies with contractor's labours, tools & plants, consumables etc.

Hole of dia. 26.5mm and above Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in- charge :

Rail section of 52Kg and above Assembling and Laying of Improved Switch Expansion Joint (SEJ) on PSC sleepers of any rail section as per RDSO drawing including leading of SEJ rails, sleepers, fittings for a free lead of 250 metres, cutting of rails, drilling of holes as required and lubrication of SEJ, gauging, aligning rails, providing temporary connection with adequate welding gap with adjoining rails, providing reference posts at SEJ, first through packing of SEJ portion to make track geometry fit for 30 kmph speed and making ballast profile as per IRPWM. Note: (1) Rail cutting and hole drilling shall be paid separately.(2) One set comprise complete SEJ on both rails at SEJ.

Under Conditions not requiring Set Traffic Block

Under Traffic Block Conditions CAO-C-BRC-ENGINEERING/WESTERN RLY

Dismantling & removing existing Set SEJ (Switch Expansion Joint) assembly during line block and its replacement with plain track as of adjoining section with all fittings including rail cutting and drilling of holes and renewal of special sleepers with PSC Sleepers as directed and aligning rails, providing fishplates and bolts/ temporary connection with adequate welding gap with adjoining rail and ensuring proper track geometry for 30 kmph speed. The release material shall be stacked as directed by Engineer in charge. Assembling complete BG Turnout on staging, clear of infringements, to correct gauge and alignment as per standard drawings with all types of rail sections over PSC sleepers at specified locations, duly leading rails, special sleepers, switches, crossings with a maximum lead of 500m, all lift & crossing of track as required and testing points with S&T staff for throw of switch etc. at station yard after levelling surface complete including lubrication of all fastenings, complete in all respect. Note: 1.Rail cutting and Drilling shall be paid separately 2. Required P.Way fittings/fastenings shall be supplied at the SSE/P.Way stores.

1 in 8½ Turnout

1 in 12 Turnout CAO-C-BRC-ENGINEERING/WESTERN RLY Assembling on temporary staging and insertion of all types of turnouts including diamond crossings and derailing switches on prepared ballast bed during traffic block, manually or by contractor's cranes, at specified location with 52Kg / 60Kg rail section on PSC sleepers with Railways rails/sleepers available anywhere within 500m as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings etc. including rail cutting, drilling, fixing of all components, fittings etc. with housing of tongue rails as per requirement of signaling including crossing of track, filling and spreading of ballast in crib and shoulder as required, linking of turnout with existing track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastenings, complete in all respect and as directed by Engineer in-charge. Note: Required P.Way fittings shall be supplied at the SSE/P.Way stores.

1 in 8½ Turnouts

1 in 12 Turnouts Laying and linking of turnouts of all types including diamond crossings & Derailing switches with 52Kg / 60Kg rail section on PSC sleepers on prepared ballast bed for New lines or during total closure of section at indicated location as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings including rail cutting, drilling, fixing of all components, fittings with housing of tongue rails as per requirement of signaling, preparing ballast bed, filling and spreading of ballast as required, linking of turnout with track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastenings, complete as directed by Engineer in-charge.

1 in 12 Turnouts CAO-C-BRC-ENGINEERING/WESTERN RLY Laying and linking all types of turnouts, diamond crossings and Derailing switches with 52Kg / 60Kg rail section on PSC sleepers o n ballast bed, prepared after dismantling & removal of existing turnout/normal line during TTR/yard remodeling under traffic block, as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings including rail cutting, drilling, fixing of all components, fittings with housing of tongue rails as per requirement of signaling, preparing ballast bed, filling and spreading of ballast as required, linking of turnout with track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastening, complete as directed by Engineer in-charge. Note: Payment for dismantling & removal of existing turnout/normal line, transportation/stacking of released material and preparing of ballast bed is not included in this item and shall be paid under relevant item.

1 in 8½ Turnouts

1 in 12 Turnouts

Lifting and packing for regrading TRM the existing PSC sleeper track to required height / level in stages not exceeding 75mm or part thereof at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile, as directed by Engineer in-charge.

Extra for additional lift over TRM 75mm for every 50mm lift or part thereof up to 275mm for item nos. 083010 for each TRM.

Loading collected at yard / depot into Railway's BOB / BKH / any other type of open wagon, using Mechanical Loader or any other method with all lead and lifts, as directed by Engineer in-charge. CAO-C-BRC-ENGINEERING/WESTERN RLY Unloading of ballast from Railway's Hopper Wagons, quantity distribution as per pre- defined site requirement, clearing infringements/jammed ballast, distributing the unloaded ballast uniformly over the track, profiling and boxing following all prescribed safety norms.

Under Traffic Block Conditions:

Under Conditions not requiring cum Traffic Block: Manufacturing and Supply of Alumino thermic welding portions of 52Kg/60 Kg/60EI-R260 as approved by RDSO for welding of rails 52Kg/60Kg/60EI-R260 kg for 25mm gap by the process of AT welding along with complete accessories confirming to the specification laid down in Indian Railway Standard specification No.IRST-19-2020 up to date correction slips with Single shot crucible fitted with Automatic Tapping Thimble, 3 pieces pre fabricated mould (Zircon washed) manually pressed using compressed air petrol/LPG pre heating for execution of welding of rail joint as directed by the engineer in charge at site. Note: 1. The accessories along with welding portion shall be supplied as per Annexure-I of the IRUSSOR - 2021. 2. Rate is inclusive of transportation of above to SSE/P.Way stores.

For 60Kg 90 UTS Rails

For 60Kg/60EI- R260 rails CAO-C-BRC-ENGINEERING/WESTERN RLY 25mm gap 'in-situ' welding during traffic block and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded joint, painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Welding shall be carried out only by trained welder having valid competency certificate using RDSO approved Alumino Thermit Welding Portions, 3 piece prefabricated mould (ZIRCON WASHED) manually pressed, Single shot crucible fitted with auto tapping thimble and Compressed Air Petrol/LPG p r e h e a t i n g technique as per RDSO Specification No IRST/19- 2020 with latest amendment. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 3. Only required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer-in-Charge after release from track. All other items required shall be supplied by the Contractor.

For 60 Kg - 90 UTS Rail

For 60 Kg/60EI - R260 grade Rail CAO-C-BRC-ENGINEERING/WESTERN RLY 25mm gap Cess Welding and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with Contractor's labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including all required handling and rehandling of rails, marking of welded joint, painting weld collar with anticorrosive paint, as directed by Engineer in charge. Note: 1. Welding shall be carried out only by trained welder having valid competency certificate using RDSO approved Alumino Thermit Welding Portions, 3 piece prefabricated mould (Zircon washed) manually pressed, Single shot crucible fitted with auto tapping thimble and Compressed Air Petrol/LPG preheating technique as per RDSO Specification No IRST/19-2020 with latest amendment. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing.

For 60 Kg - 90 UTS Rail

For 60 Kg/60EI - R260 grade Rail Flash Butt Welding of 90 UTS rails and finishing of weld to meet the prescribed tolerances and pass all stipulated tests, conforming to IR's Manual for Flash Butt Welding of Rails with latest amendment, using contractor's self-propelled rail cum road / Mobile FBW Plants, tools, equipments and consumables. Item also includes painting with anticorrosive paint as approved and marking of welded joints, pre-straightening & post-straightening of panels and USFD testing of finished weld as directed by Engineer in-charge.

60 Kg 'in-situ' under traffic block Slope stability calculation and design for Railways Embankment / Cutting more than 6 meters height based on soil materials & parameters as per RDSO's latest standards and specifications, duly conducting relevant lab test, e.g. cohesion and angle of internal friction etc. and submitting report for approval duly showing the cross-section dimensions for embankment / cutting for each cross section.

Embankment CAO-C-BRC-ENGINEERING/WESTERN RLY Shifting & pairing of rails / panels unloaded alongside existing running track to adjoining formation of a new line including crossing of one track, duly lifting & pushing rail / panel without damaging it and taking all necessary precautions, so as not to infringe the running track, as directed by Engineer in-charge. Note: The rail barricading, if disturbed during working, should be restored to its original condition by the agency including re-fixing & concreting as required.

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

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

With Tie bar pegs

With contractor's hard wood pegs Each of 50 mm dia and 60 cm long

Installation of reference points for Each track centre line in main and loop lines, in straight or curve portion, SRJ for turnouts, heel of crossing (HOC), locations of derailing switches, switch expansion joints etc. away from formation on firm ground at known offset with MS Angles of 50mmx50mmx5mm thick of length 1.80 m each, founded in concrete block of size 30cm x 30cm x 45cm of nominal mix 1:3:6, including painting to reference pegs with two coats of enamel paints on exposed surface, as directed by Engineer In charge. Note: Earth work and Cement concrete will be paid under relevant items. CAO-C-BRC-ENGINEERING/WESTERN RLY 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

For sleeper density sleepers per km CAO-C-BRC-ENGINEERING/WESTERN RLY

Linking of BG track (with guard TRM rail ) over ballasted deck bridges with any type of rail section and PSC sleeper including leading free rails/welded panels available along the alignment on to bridge, leading and spreading all fittings and fastenings, leading & spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails & guard 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. 3. This item shall be applicable only when track is with Guard Rail. Linking without guard rail be paid under relevant item for plain track linking.

Linking of track on Girder Bridge TRM with Steel Channel/H-beam sleepers as per approved drawings including leading of running and guard rails, sleepers and fittings, bending of guard rails, notching, drilling of holes, cutting of rails etc. as per IRPWM with latest correction slips and making track structure fit for normal speed. N o t e : 1) Rails, Steel Channel/H-beam sleeper and all fittings will be supplied by Railways. 2)Transportation of track material if supplied beyond 250m of bridge approaches, shall be paid separately under relevant item. Shifting / Slewing the existing or newly assembled track of any rail section with any type of sleepers and any density under line block to correct locations & alignment and attending to one round kutcha packing to run safely at 20KMPH speed with all contractors tools and consumables complete and as directed by Engineer in-charge.

Maximum Shifting / Slewing up to TRM 1 metre

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

For one shift ( 12 Hrs)

For Half Shift (4 hours) Picking up of slacks in track of all sleeper density, duly opening up ballast, gauging, alignment, correcting longitudinal & cross levels, packing, boxing of ballast and dressing the same under traffic conditions as per procedure prescribed in latest edition of IRPWM and as directed by Engineer in-charge. Note: In- charge section Engineer should identify locations requiring packing and obtain prior approval of DEN/XEN before execution of the work when there is no Zonal Track Maintenance agency deployed in the section.

For PSC Sleeper Through packing of points and crossings, derailing switches including gauging, fittings recoupment, ballasting as required, elimination of sag and to the required alignment after Deep Screening as per procedure prescribed in latest edition of IRPWM complete as per direction of Engineer-in-charge. Note: This work shall be operated in exceptional cases with written approval at DEN level when UNIMAT is not available and immediate packing is required to pass train over it.

1 in 8½ PSC layout

1 in 12 PSC layout Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in- charge (drilling of holes in rail, if r e q u i r e d , shall be paid separately).

With Clamps CAO-C-BRC-ENGINEERING/WESTERN RLY

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

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

For 60 Kg Rails Marking, inscribing, painting, writing, bordering etc. on new / old iron surface at various locations of Points & Crossings with details of turn-in / turn-out reference station mark on rail web for one set, duly preparing surface with contractor's wire brush and applying two coats of yellow synthetic enamel paint of approved quality as background and stenciling the details to suitable size, as described for every curve reference station mark / switch / crossing details with black enamel paint of approved quality complete, as directed : Note: Stenciling of letters is only permitted. No hand written letters are accepted.

1 in 12 Turnout

1 in 8½ Turnout

Derailing Switch CAO-C-BRC-ENGINEERING/WESTERN RLY Dismantling of existing Turnout by removing switches, rails, crossings, check rails, sleepers and all fixtures and stacking all released materials, removing ballast and muck by excavating up to required depth, preparation of formation bed, laying of pre assembled Turnout by Railway's T-28 machine, linking of track with all fittings, filling up of ballast duly screened, packing, adjusting, opening & housing of switch, testing operation of switch assembly and attending track parameters, so as to make track fit for 20 kmph speed including disposing off muck to indicated places up to free lead after the block working etc. complete. Note: Rate includes making necessary preparation for T-28 machine movement like preparation of approaches, transportation and laying of wooden sleepers/blocks, etc.

1 in 8½ Turnout

1 in 12 Turnout Providing lighting arrangements with halogen lamps on and around machine during machine working in night time blocks, with contractor's generator, consumables, all necessary electrical fittings, operators etc. Note: 1. Lighting arrangement is to be provided as per advance planning of Night Blocks and written communication. 2. In case lighting arrangement is made available but not used due to non-availability of block, payment @ 60% of the item rate shall be made. 3. In place of Halogen, LED lamps of equal lumen capacity may be used with the approval of Engineer -in-Charge. 4. If lighting arrangement fails during block, recovery shall be made twice the rate per day.

BCM/FRM/UNIMAT generator and 12x500 W)

CSM / DUO / 3X with or without Night DGS (7.5 KVA generator and 8x500 W) 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) CAO-C-BRC-ENGINEERING/WESTERN RLY

60 Kg - 110/90 UTS - Outside Each Track

52 Kg - 90 UTS - Outside Track

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

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

On Running Line Unloading of all type of rails of length 130 metre and beyond from end unloading rake and keep the panels in head-up position at specified distance from centre of track clear from any infringement.. Note: Contractor has to keep Oxygen and Acetylene gas with cutter as standby during the period of work.

During period of traffic block

Not involving traffic block Unloading of 52kg / 60kg PSC line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 250 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.

From DMT - During period of MT traffic block

From DMT - Not involving traffic MT block or on lines, not opened to traffic Collection, segregation and stacking of various scattered P.Way materials at nominated stacking location with serviceable and un-serviceable ones separately within a lead up to 500 metre and lift up to 5 metre including crossing of track(s) wherever necessary as directed by Engineer-in-Charge.

Rails, switches, crossings, SEJ, MT Glued Joints, Check Rails etc. CAO-C-BRC-ENGINEERING/WESTERN RLY

All type of PSC sleepers

P.Way fittings of all types and MT other similar loose items

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

With Contractor's block

Manufacture of flared portion of Set Guard Rail by cutting and bending to required shape & RDSO's approved drawings. Note: (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right.

Providing and fixing of flared Set portion of guard rails of any rail section over PSC sleepers including fixing of with all fittings, including leading of rails and fittings, squaring and adjusting spacing of sleepers as required, providing nose blocks duly cutting wooden blocks supplied by railways and fixing it with bolts of 16mm dia as directed complete and finished as per RDSO's approved drawing. Note: 1.One set consists of LH & RH side rails of one end. 2.Required P.Way fittings will be supplied at SSE stores depot.

Drilling holes 25mm to 40mm dia. Each with drill twist in the foot of guard rails for fixing guard rails on bridge as directed. CAO-C-BRC-ENGINEERING/WESTERN RLY Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro-reflective sheeting conforming to type-IV of ASTM- D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In- charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

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

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

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

Termination Indicator Board of Each Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long CAO-C-BRC-ENGINEERING/WESTERN RLY

Manufacturing, supplying and Each fixing Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in- charge (Earthwork & concreting will be paid separately) Erection or removal of temporary Engineering Indicator Board or any other board at specified locations without causing infringement to track etc. complete and as directed.

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

Providing and fixing Trolley Each Refuge of size 3.0m x3.0m on cess, placing with released unserviceable PSC sleepers and keeping them at all four sides of refuge and also placing as matting inside the refuge by keeping them in upside down position with a minimum of 14 sleepers including levelling with earth, excavation, all lead and lift, crossing of tracks, leading the sleepers with in a free lead and lift, handling etc., with all contractor's men material complete and as directed by the Engineer-in-charge. Note: Earth- work will to be paid separately under relevant item. 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 CAO-C-BRC-ENGINEERING/WESTERN RLY

Hydra or similar tyre mounted Hour Pick-n-Carry crane of 12T c a p a c i t y for misc. works of handling of material

Tractor with Trolley for transportation or other misc. works.

Arranging labour as and when Day required by the Engineer in charge, for various works under SSE/P.Way, with 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.

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

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

Manufacture Precast Hectometer/TP Repeater posts of size 0.90Mx0.30 mx0.30Mx0.30M Triangular size in RCC 1:2:4 mix, engraving letters, leading to work spot, and fixing in position with CC 1:3:6 concrete, duly making pits of size as required, painting the post with two coats, letters on the both sides of posts with enamel paint of approved quality as per IRPWM/Railways drawings complete with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Excavation, Concrete and steel work will be paid under relevant items. Total 76088789.71

Item Breakup - I-BALLAST SUPPLY

When distance of nearest quarry cum is more than 40 km and up to 50 km

When distance of nearest quarry cum is more than 50 km and up to 100 km

When distance of nearest quarry cum is more than 100 km and up to 150 km Total 207425694.40

Item Breakup - J-NS P WAY ITEM

NS/1:Through rail renewal by TRM removing 60kg/52kg/90R or other rails/panels in track and renewing and fixing the same by 60kg/52kg/90Rrails panels for making LWR and lead upto 100m. The cutting and drilling holes inrails wherever necessary during linking to be paid separately. CAO-C-BRC-ENGINEERING/WESTERN RLY

NS/2:Picking up of stone ballast cum from Railway stack and leading the same including spreading uniformly on BG/MG formation as per BG /MG standard profile as per IRPWM and LWR manual including dressing and boxing etc. complete with a lead up to 100 M including crossing of track.

NS/2(a):Picking ballast from Railway stack and leading the same including spreading uniformly on BG/MG formation as per BG /MG standard profile as per IRPWM and LWR manual including dressing and boxing etc. complete with a lead up to 100 M including crossing of track. (a) Extra for leads beyond 100 M but upto 500 M.

NS/2(b):Picking ballast from Railway stack and leading the same including spreading uniformly on BG/MG formation as per BG /MG standard profile as per IRPWM and LWR manual including dressing and boxing etc. complete with a lead up to 100 M including crossing of track. (b) Extra beyond 500 M but up to 1000

NS/2(c):Picking up of stone ballast cum from Railway stack and leading the same including spreading uniformly on BG/MG formation as per BG /MG standard profile as per IRPWM and LWR manual including dressing and boxing etc. complete with a lead up to 100 M including crossing of track. (c) Extra beyond 1000 M but up to 3000

NS/3:Rolling of the ballast bed TRM carpet conforming to IRPWM or LWR Manuals (Width and depth shall be decided by the Engineer - In - Charge) with contractor's own 2 to 8 tonne self propelled roller, labours and tools and plants including all lead and lift complete as directed by Engineer in charge CAO-C-BRC-ENGINEERING/WESTERN RLY

NS/4:Fabrication and assembly in Each situ G3(L) type glued insulated rail joints for broad gauge 60Kg with all contractor's materials to and fro transportation of material, octroi etc. complete in all respect RDSO/T-2572 with 6mm thick end post including Rail cutting, cleaning of ends, drilling of rail ends holes of champhering during block i.e. as per Manual Glued Insulated Rail Joint Rev- 1998 along with up to date correction slips. NOTE: In case of Fabrication and assembly in situ G3(L) type glued insulated rail joints of 52Kg Gluid joints as per Drg. No. RDSO/T- 671 isabrication and assembly in situ G3(L) type glued insulated rail joints for broad gauge 60Kg with all contractor's materials to and from transportation of material, octroi etc. complete in all respect RDSO/T-2572 with 6mm thick end post including Rail cutting, cleaning of ends, drilling of rail ends holes of chaptering during block i.e. as per Manual Glued Insulated Rail Joint Rev-1998 along with up to date correction slips. NOTE: In case of Fabrication and assembly in situ G3(L) type glued insulated rail joints of 52Kg Glued joints as per Drg. No. RDSO/T- 671 is to be provided, the payment shall be made @ 95% of accepted rate for this item

NS/5: De-stressing of newly laid TRM BG section as per IRPWM and LWR manual with contractor's own tools and plants, labour, lead, lift, all types of taxes etc complete in all respect as per

Item Breakup - K-NS TRANSPORTATION OF P WAYS MATERIALS

NS/1(a):Transportation of PSC MT sleepers(i.e.Lines leepers, LC sleepers, Turnout sleepers ,Bridge appraoch sleepers ,SEJ sleepers etc. to various location as mentioned in scope of work & special condition in yards and between stations along the track with contractor's own means of transportation ,labour, equipments ,cranes etc. including all operations i.e. lead, lift and stacking of sleepers at specified locations as directed by Engineer incharge and as per special conditions of contract from sleeper factories or any other location/place of as directed by Engineer incharge. (a) -Leading upto 1KMincluding loading, unloading & stacking. CAO-C-BRC-ENGINEERING/WESTERN RLY

NS/1(b):Extra for each additional MT/Km 1 KM or part thereof

NS/2(a):Transportation of New / MT SH / Released P.Way materials ,including loading ,unloading and placing/stacking of Rails and from any location to the section specified in the scope of work with contractor's own trailers, trucks, cranes , labours, plants and construction, all lead and lift etc and all types of taxes etc. complete. Nothing extra shall be payable other than the rate accepted. The entire work shall be done as per direction of Engineer in charge. The sleeper has to be spread/stacked at the yard as per the direction ofEngineerin charge. (a)"Leading upto 1KMincluding loading, unloading & stacking."

NS/2(b):Extra for each additional MT/Km 1 KM or part thereof Total 46512503.20

Item Breakup - L-NS CIVIL ITEMS

NS/1:Construction of RCC over Litre head tank on 20mhigh RCC shaft/ staging as per Architect /Consultant design based on Soil investigation report bearing capacity of soil tested and approved by Head quarter with vertical green grader around the shaft. Note: 1.00Lakh capacity on 8 stations overhead tank will be provided, however capacity & Nos will bevaries.

NS/2:RCC M-40 grade controlled Numbers concrete: Providing and placing in position RCC M-40grade controlled concrete in Pedestal, Deck slab, Diaphragm, etc. with 6mm to 20 mm size graded aggregate of approved quality with Contractor's own design of mix as approved by Railway etc. complete as per specifications, special conditions and detailed scope of work furnished in the tender and as directed by the Engineer in-charge.

NS/3:Providing stone pitching work like masonry finishing on already done earthwork or anywhere required as directed by engineer-in-charge with contractor all materials & labours etc. complete excluding cement. Note: 1. Nothing extra shall be paid for sand. 2. In case of Dry pitching,90% of accepted rate will be paid. 3. If cement issued, 100% payment will be paid & Cement shall be paid separately with minimum consumption of1.70 bag per cum. CAO-C-BRC-ENGINEERING/WESTERN RLY

NS/4:Conducting plate load DIN- Each 18134 for determination EV2 value for embankment , subgrade & Blanket top using HMP PDG Pro Instrument (Germany) (NABL accedited Test)

NS/5:Carting of steel girder MT components from Railway Engineering Workshop, Sabarmati to Major Bridge sites including unloading, handling, rehandling, stacking etc. with contractor's own vehicle, labours, tools and plants, equipment, consumable, temporary arrangement, etc. complete as per specification and direction of the Engineer or his representative. The rates shall be inclusive of all taxes and incidental charges for all handling /rehandling, unloading involved. a) Lead up to1Km, unloading & stacking by mechanical means Note:(i) If loading is not done by Engineering Workshop authority in Trailor/Truck, then payment will be done1.85 times accepted rate of (a) above. (ii) 90% payment shall be made on transportation of girder parts to Br. Site against indemnity Bond. (iii) Balance 10%payment will be released after satisfactory assembling and launching under relevant item of USSOR.

NS/5(a):Leading from W/shop Sabarmati to Bridge site (average 350 Km), Note:(i) 90% payment shall be made on transportation of girder parts to Br. Site against indemnity Bond. (ii) Balance 10%payment will be released after satisfactory assembling and launching under relevant item of USSOR. ched with tender.

NS/6:Providing & laying a layer of Sqm three dimensional cellular confinement system GEOCELL made of ultrasonically welded HDPE strips, which acts as a subgrade/subbase improving reinforcement mat weld distance of each cell 356mm, depth of cell=150mm) between formation and track structure in bridge approaches as per specifications & conditions attached as per IS- 17483.The rate is inclusive of all labour, materials, leady, lifts crossing of tracks, transport, including all labour, fuel, tools and plants etc., complete. No payment for wastages will be made, and rate may be quoted accordingly. CAO-C-BRC-ENGINEERING/WESTERN RLY

NS/7:Supplying and installation of Metre Carbon MS pipes as access tubes for CHUM testing in1200 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.

NS/8:Fabrication, supplying and Each fixing H Beam sleepers with fittings and fixtures as per RDSO drawing No. B1636/4, 5 & Revision with Latest alteration or approved Drawing supplied by Railway and specification complete including supply and riveting of canted bearing plates. The rate shall be inclusive of 25mm Nylon cord reinforced Elastomeric Pad and all cost for preparing and supplying H beam from (ISHB) from standard rolled section conforming to IS-2062 Gr BO including supplying complete set of required fittings and fixtures duly galvanised as per specification and transporting the sleepers from Contractor's workshop to bridge site/Railway depot including loading, unloading and stacking with all lead, lift, decent, crossing of

NS/9:CHUM testing as per RDSO's Numbers guidelines BS-4F R1 and ASTM D6760 by inserting and withdrawing calibrated transducers in the access tubes in each pile and deploying calibrated analyzers through competent NABL testing accredited agency/personnel. collection of data, analysis of through data standard software, submission of comprehensive test report (in 3 copies) along with conclusion and recommendations. The rate includes mobilization and of demobilization testing equipment as requirements. per The Contractor shall provide all necessary equipment, material and personnel for the CHUM testing. Total 35962954.41

Item Breakup - M-FOR GENERAL ITEMS OF CIVIL WORKS

including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment). 22.0 WATER PROOFING 22.1S General CAO-C-BRC-ENGINEERING/WESTERN RLY Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in- charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required 22.7 slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer- in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. "All above operations to be done in order and as directed and specified by the Engineer-in-Charge : 22.7.1 With average thickness of 120 Sqm 431 1684.6 726062.6 170 mm and minimum thickness at khurra as 65 mm. NEW TECHNOLOGIES AND 26.0 MATERIALS 26.41S NEW TECHNOLOGY ITEMS CAO-C-BRC-ENGINEERING/WESTERN RLY Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of 26.69 grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level 26.69.1 Cement mortar 1:6 (1 cement : 6 cum 253 9844.65 2490696.45 171 coarse sand) Total 364776432.30

Item Breakup - N-FOR STEEL REINFORCEMENT & STRUCTURAL STEEL

Item Breakup - O-FOR HORTICULTURE ITEMS

area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure). 2.2 Supplying and stacking of good cum 2100 515.6 1082760 earth at site including royalty and 2 carriage upto 5 km lead complete (earth measured in stacks will be reduced by 20% for payment). 2.3 Supplying and stacking sludge at cum 1100 294 323400 site including royalty and carriage 3 upto 5 km lead complete (sludge measured in stacks will be reduced by 8% for payment). Supplying a n d stacking a t site d u m p m a n u r e f r o m approved source, including carriage upto 5 2.4 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 2.4.1 Screened through sieve of I.S. cum 380 254.15 96577 4 designation 20 mm 2.4.2 Screened through sieve of I.S. cum 380 290.7 110466 5 designation 16 mm 2.4.3 Screened through sieve of I.S. cum 380 319.9 121562 6 designation 4.75 mm 2.5 Rough dressing the trenched Sqm 19200 1.5 28800 7 ground including breaking clods. 2.6 Uprooting weeds from the Sqm 19200 4.9 94080 trenched area after 10 to 15 days 8 of its flooding with water including disposal of uprooted vegetation. 9 2.7 Fine dressing of the ground. Sqm 19200 3.7 71040 2.8 Spreading of sludge, dump cum 5760 52.35 301536 manure and/or good earth in required thickness as per 10 direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 2.9 Mixing earth and sludge or cum 5760 36.55 210528 manure in the required proportion 11 specified or directed by the Officer-in-charge Grassing w i t h selection N o . 1/ D o o b g r a s s including watering and maintenance of the lawn for 30 days or more till the grass 2.10 forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately). 12 2.10.2 With grass Turf Sqm 6000 13.3 79800 CAO-C-BRC-ENGINEERING/WESTERN RLY Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked 2.14 volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately) 13 2.14.4 Holes 45 cm dia, and 45 cm deep. Each 2000 18.7 37400 Edging with bricks laid dry length wise, including required excavation, refilling, consolidating 2.19 with hand packing and spreading surplus earth neatly within a lead of 50 m : 2.19.1 Common burnt clay F.P.S (non Metre 2000 396.9 793800 14 modular) bricks of Class designation 7.5 2.26 Providing and fixing M. S. tree Each 240 2219.25 532620 guard 45 cm square in plan, height 1.20 metre above ground level and 0.40 metre below ground level. The vertical members shall consist of four nos. angle iron of size 25x25x3 mm, 1.6 m long, one at each corner and 8 nos flat iron of size 25x3 mm, 1.2 m long. The vertical members shall be welded to 4 nos. 25x6 mm M. S. flats placed horizontally around the vertical member of the cage. One name plate of 1mm thick M.S. 15 sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD/ PWD/ any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth, compaction etc. complete. The tree guard shall be painted with two or more coats of synthetic enamel paint of approved brand and manufacture over a coat of primer, complete in all respect. CAO-C-BRC-ENGINEERING/WESTERN RLY Providing Circular Cement Concrete pots of specified size, cast with cement concrete of nominal mix 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 6 mm nominal size), reinforced with 7 Nos ( 3 nos horizontal & 4 nos vertical " U " 2.29 shape) M.S. wires of 3.5 mm dia as per design, including required form work, finishing with cement punning on exposed surface, curing for specified period and stacking in required rows & height, all complete as per direction of Officer-in-charge. 2.29.1 Top inside dia 35 cm, outer Each 200 225.05 45010 bottom dia 25 cm, total height 35 16 cm with wall thickness of 25.4 mm 2.29.2 Top inside dia 30 cm, outer Each 200 184.1 36820 bottom dia 20 cm, total height 30 17 cm with wall thickness of 25.4 mm Filling of the following size empty pots with mixture of good earth & manure in the ratio of 2:1 (Two part of Good earth & one port of manure) and placing them on 2.31 appropriate place i/c carriage of earth, manure and pots up to 50 mtr, as per direction of officer incharge. (The cost of good earth, earthen pots & manure will be paid seperately.) 2.31.6 Size of Empty Pots 25cm Top dia, Each 200 22.25 4450 18 15cm Bottom Dia & 25cm Perpendicular height. 2.31.7 Size of Empty Pots 35cm Top dia, Each 200 45.75 9150 19 25cm Bottom Dia & 35cm Perpendicular height. 2.33 Providing and laying Sqm 600 214.4 128640 Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and then 20 rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable 2.57 material's as per direction of officer in charge (excluding cost of plant & water) 21 2.57.1 Trees Plant Each 1000 7.3 7300 FOLIAGE AND SHADE LOVING 3.0 PLANTS 3.18 Providing and displaying of Areca Each 50 157.85 7892.5 Palm having ht. 90 cm to 1.20 m with 4 to 5 suckers, well 22 developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot/Plastic p o t & a s per direction of the officer-in-charge. CAO-C-BRC-ENGINEERING/WESTERN RLY 3.19 Providing and displaying of Areca Each 50 169.15 8457.5 Palm having ht. 1.20 m to 1.50 m with 5 to 6 suckers, well 23 developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot/Plastic p o t & a s per direction of the officer-in-charge. 3.20 Providing and displaying of Areca Each 40 193.75 7750 palm having ht. 1.50 m to 1.80 m with 6 to 8 suckers, well 24 developed, fresh and healthy with lush green foliage in 25 cm size of Earthen pot/Plastic p o t & a s per direction of the officer-in-charge. 3.21 Providing and displaying of Areca Each 30 349.55 10486.5 Palm having ht. 1.80 m to 2.10 m with 8 to 10 suckers, well 25 developed, fresh and healthy with lush green foliage in 30 cm size of Earthen pot/Plastic p o t & a s per direction of the officer-in-charge. 3.22 Providing and displaying of Areca Each 20 592.45 11849 Palm having ht. 2.40 m to 2.70 m with 12 to 14 suckers, well 26 developed, fresh and healthy with lush green foliage in 35 cm size of Bucket type cement pots & as per direction of the officer-in-charge. 3.57 Providing and displaying of Each 40 215.25 8610 Livistona palm having ht. 60 cm to 75 cm, well developed with 8 27 to 10 leaves, fresh & healthy foliage in 30 cm size of Earthen pot/Plastic pot. as per direction of the officer-in-charge. 3.74 Providing and displaying of Each 40 215.25 8610 Phoenix palm having ht. 75 cm to 90 cm with 10 to 15 or more 28 leaves, well developed, fresh and healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the officer-in-charge. 3.76 Providing and displaying of Each 40 322.9 12916 Raphis palm having ht. 75 cm to 90 cm with 12 to 15 equal suckers, well developed, full of 29 fresh & healthy leaves from bottom to top in 25 cm size Earthen pot/Plastic pot & as per direction of the officer-in-charge. 4.0 SEASONAL PLANTS 4.1S Winter Seasonal plants 4.38 Providing and Displaying Marigold Each 100 107.65 10765 jaffri French orange/yellow/Russet colour well developed with fresh & healthy foliage with 60 to 75 30 flowers in bloom specimen plant 60 to 75 cm ht in 30 cm Earthen Pot/Plastic Pot and as per direction of the officer-in-charge. 4.90S ROSE PLANTS 4.92 Providing and Displaying Creeper Each 100 75.85 7585 Rose variety 3 to 4 healthy branch 60 cm and above ht. well 31 developed with one and above flowers in 25 cm Earthen Pot, as per direction of the officer-in- charge. CAO-C-BRC-ENGINEERING/WESTERN RLY 4.93 Providing and Displaying Each 100 150.7 15070 Standard Rose (H.T. variety) 3 to 4 healthy branch 90 cm and 32 above ht. well developed with one and above flowers in 25 cm Earthen Pot, as per direction of the officer-in-charge. 5.0 ORNAMENTAL PLANTS 5.6 Providing and Displaying Each 40 563.75 22550 Adenium Obesum well developed with fresh & healthy 4 to 5 branch 33 60 to 75 cm ht. in 40 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge. 6.0 GROUND COVERS PLANTS 6.2 Providing and stacking of Each 400 20 8000 Alternanthera species of height 15 cm to 20 cm, full of branches 34 and foliage in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 6.12 Providing and stacking of Duranta Each 1000 20 20000 Golden, having ht.15 to 20 cm bushty shape with fresh and 35 healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge. 8.0 SHRUBS 8.36 Providing and stacking of Hibiscus Each 100 45 4500 rosasinensis of height 60-75 cm. 36 with 5-6 branches in p.bag of size 25 cm as per direction of the officer-in-charge. 8.42 Providing and stacking of Jatropha Each 100 45 4500 multifida (red colour) of height 37 60-75 cm. multibranched in p.bag of size 25 cm as per direction of the officer-in-charge. 8.49 Providing and stacking of Nerium Each 200 30 6000 oleander (kaner) of height 45-60 38 cm. with 3-4 branches in poly bags of size 20 cm as per direction of the officer-in-charge. 9.0 CREEPER PLANTS 9.10 Providing and stacking of Each 100 50 5000 Passiflora caerulea (Rakhi bel) of height 30 cm to 45 cm. in 20 cm 39 size of Earthen pots / Plastic pots & as per direction of the officer- in-charge. 9.14 Providing and stacking of Each 200 25 5000 Vernonia elaegnifolia (curtain creeper) plant of height 30 cm to 40 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge. Total 4332520.50