Construction of 2-Lane Road Over Bridge (ROB) in lieu of Level Crossing No. 33 (Km 30/1-3) (Railway and approach portion) on the Anand-Godhra section; 2-Lane Road Over Bridge (ROB) in lieu of Level Crossing No. 44 (Km 39/15-40/1) (Railway and approach portion) on the Anand-Godhra section; and 4-Lane Road Over Bridge (ROB) in lieu of Level Crossing No. 220 (Km 377/9-378/0) (Railway and approach portion) on the Surat-Vadodara section, including foundation, substructure, superstructure, composite/PSC/RCC girder works, viaduct, return walls, earthwork, road works and all other ancillary civil works under the jurisdiction of CE/C-II/CCG, Vadodara Division, Western Railway.

Description:- STEEL Items S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () F- NS ITEMS RELATED TO ROB works 66358256.45 Below/P ar Please see Item Breakup for details. 66358256.45 AT Par 66358256.45 6 Description:- NS Items

Using Soil Class SQ1 CAO-C-BRC-ENGINEERING/WESTERN RLY Felling trees of girth (measured at a height of 1.0 m above ground level) including leading and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, the rates shall be doubled for trees cut and grubbed 2. Payment for grubbing shall only be made where specially o r d e r e d . 3. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower.

Girth over 30 cm and up to 60 cm

Girth over 60 cm and up to 1.5m

Girth over 1.5m up to 3 m

Supplying & laying of drainage Sqm 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. Exploratory drilling of Boreholes down to required depth, drilling of 150mm diameter boreholes in all type of soils except hard rock and large boulders (boulder core more than 30cm), including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion / chiselling tool for advancing through occasional seams of hard strata to be employed where necessary in River bed area including standing/flowing water with all necessary arrangements except making of platform under water which shall be paid under relevant item of SOR.

Extra for 150mm dia. bore in hard Metre Rock/large Boulder at all levels 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 Providing and laying in position Plain cement concrete of specified Nominal Mix f o r 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 :

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

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 p l a n t s ) 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. CAO-C-BRC-ENGINEERING/WESTERN RLY Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in 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.

Abutment & Pier

Abutment cap, Pier Cap, Inspection cum 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. CAO-C-BRC-ENGINEERING/WESTERN RLY 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 Extra for chiselling in addition to boring of piles, if chiselling is required to be resorted to in hard rock or big stone boulders larger than 30cm, manually or by any other means.

1200mm diameter pile 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 CAO-C-BRC-ENGINEERING/WESTERN RLY

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.

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 structures, e.g. slabs, I-girders, T- girders, Box girders etc. up to 5m above ground level. CAO-C-BRC-ENGINEERING/WESTERN RLY

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. 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 p l a n t s ) using 20mm graded crushed stone aggregate and coarse sand of approved quality for cast in-situ Prestressed (Post- tensioned) concrete girder / Box girders/Slabs for different spans 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 in-charge. Note: 1. Payment for Staging, Shuttering, Cement, reinforcement, HTS cables, sheathing, anchorage cones, stressing of cables and grouting of the ducts shall be made extra under relevant items. 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.

With Soffit level up to 9m above cum Bed level CAO-C-BRC-ENGINEERING/WESTERN RLY

Providing and launching 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 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.

Making suitable designed staging cum for cast in-situ PSC girders/slabs up to 10.5m height from bed level up to soffit of girder/slab with all contractors materials, machinery, tools and plants, transportation complete in all respects required for casting and removal of the same after completing the work and restoring the site to original. Note: The payment for staging shall be made on the cubical quantity of concrete of main Girders/slabs. CAO-C-BRC-ENGINEERING/WESTERN RLY

Design, manufacturing, supplying Cubic and fixing in position elastomeric Centimetre b e a r i n g 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 MT Each

Extra for every increase of 1 MT or MT part thereof over 100 MT in the span design load capacity up to 800 MT 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.

100mm dia. Drainage Spouts CAO-C-BRC-ENGINEERING/WESTERN RLY

Supplying and laying 160mm dia. Metre PVC Pipes Class-I, capable for a pressure of 2.5 kg/sqm in footpath of ROB for laying cable with all contractor's materials labour, tools, plant, machinery, vehicles, consumables, lead, lift 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 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 Design, supply, fitting and fixing in position true to line and level POT- PTFE bearing of 300MT Capacity, consisting of a metal piston supported by a disc or un reinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel / fabricated structural steel, metal and elastomer elements complete as per IS:2062, IS:1030, AISI:304, AISI:316, IS:6911, BS:3784, IS:3400, IS:226, BS-5400, Bridge Code and as per approved drawing a n d Technical Specifications. The design of the bearings shall be submitted by the manufacturers / contractor and got approved from Railway before fixing. Test report after inspection of the bearings shall be submitted and got approved before the materials are lifted from the manufacturer premises.

POT-cum -PTFE Bearing (Free end) Each

POT Bearing-Fixed Type

POT-cum -PTFE Guided (L)Bearing

POT-cum -PTFE Guided (T)Bearing CAO-C-BRC-ENGINEERING/WESTERN RLY 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

Providing and laying 300mm thick cum (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.

Providing weep holes by making Metre suitable opening or drilling in existing Brick Masonry / Plain / Reinforced Concrete abutment, wing wall/return wall with 110 mm dia UPVC pipe (working pressure 4kg/sqcm) extending through the full width of the structure complete and repairing the same with cement mortar 1:2 (1 cement : 2 coarse sand). Rate is excluding the cost of cement which shall be paid extra.

Providing and fixing of Drainage Metre Spouts of 110mm UPVC Type A ISI marked (Working pressure 4 kg/sqcm) using suitable clamps and adhesive etc., complete.

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

1200mm dia. 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.

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 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

Hydra or similar tyre mounted Hour Pick-n-Carry crane of 12T capacity for misc. works of handling of material

Tractor with Trolley for transportation or other misc. works. Total 836930813.24 Schedule Schedule B-CPWD DSR Items Item- 2 CPWD DSR Items S No. Item No Description of Item Unit Qty Rate Amount 1.0 CARRIAGE OF MATERIALS By Mechanical Transport including 1.1 loading, unloading and stacking CAO-C-BRC-ENGINEERING/WESTERN RLY 1.1.2 Earth 1 1.1.2.5 5km cum 60163 326.68 19654048.84 2.0 EARTH WORK 2.1S General 2.31 Clearing jungle including uprooting Sqm 91264.8 17.6 1606260.48 of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height 2 of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 11.0 FLOORING 11.16S TILE FLOORING Chequered terrazzo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed 11.19 with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : 11.19.1 Light shade pigment using white Sqm 422.25 1533.8 647647.05 3 cement 13.0 FINISHING 13.44S EXTERIOR FINISHING Finishing walls with Acrylic Smooth 13.46 exterior paint of required shade : 13.46.1 New work (Two or more coat Sqm 67691 160.6 10871174.6 applied @ 1.67 ltr/10 sqm over 4 and including priming coat of exterior primer applied @ 0.90 litre/10 sqm) Painting with synthetic enamel paint of approved brand and 13.61 manufacture to give an even shade : 5 13.61.1 Two or more coats on new work Sqm 26527 155.9 4135559.3 15.0 DISMANTLING AND DEMOLISHING 15.1S General Demolishing cement concrete manually/ by mechanical means 15.2 including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer cum 1000 2434.25 2434250 6 mix (including equivalent design mix) 15.3 Demolishing R.C.C. work manually/ cum 500 3551.25 1775625 by mechanical means including stacking of steel bars and disposal 7 of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Demolishing brick work manually/ by mechanical means including stacking of serviceable material 15.7 and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge. 8 15.7.4 In cement mortar cum 307 2060.2 632481.4 CAO-C-BRC-ENGINEERING/WESTERN RLY Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable 15.9 material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : 9 15.9.2 In cement mortar cum 28 2458.95 68850.6 15.18 Dismantling steel work in built up Kg 17000 5.65 96050 sections in angles, tees, flats and channels including all gusset 10 plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. Dismantling manually/ by mechanical means including stacking of serviceable material 15.43 and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : 11 15.43.2 bituminous road Sqm 20872 428.5 8943652 16.0 ROAD WORK 16.30S PREMIX CARPET Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen 16.30 with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 12 16.30.1 On W.B.M. @ 0.75 Kg / sqm Sqm 50377 60.5 3047808.5 Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using 16.31 emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. With rapid setting bitumen 16.31.1 emulsion 13 16.31.1.1 On W.B.M / W.M.M. @ 0.4kg/sqm Sqm 50377 13.45 677570.65 16.31.1.2 On bituminous surface @ Sqm 18613 9.2 171239.6 14 0.25kg/sqm Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved 16.37 size at the rate of 0.005 cum per 10 sqm and at approximate spacing of10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). 15 16.37.2 40 mm thick Sqm 18613 1365.5 25416051.5 CAO-C-BRC-ENGINEERING/WESTERN RLY 16.49S MISCELLANEOUS 16.50 Providing and fixing Glow studs of Each 5989 206.3 1235530.7 size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) 16 degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in- charge. Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic 16.54 sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 16.54.1 50 to 100 mm average compacted cum 723 11129.55 8046664.65 thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler 17 @2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with 16.57 electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. CAO-C-BRC-ENGINEERING/WESTERN RLY 16.57.1 40/50 mm compacted thickness cum 3101 12126.2 37603346.2 with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% 18 (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, 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 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of 16.59 size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge. 16.59.1 Mandatory/ Regulatory sign boards Each 20 7183.35 143667 19 of 900 mm diametre with support length of 3750 mm 16.59.2 Cautionary /warning sign boards of Each 46 5559.75 255748.5 equilateral triangular shape having 20 each side of 900 mm with support length of 3650 mm CAO-C-BRC-ENGINEERING/WESTERN RLY Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D- 4956-01 as approved by Engineer- in-charge, letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D- 4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium 16.60 alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings, specification and direction of the engineer-in-charge.(Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). 16.60.1 Overhead informatory road Sqm 104 5879.9 611509.6 21 signage 16.62 Providing and applying 2.5 mm Sqm 8647.59 747.8 6466667.8 thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe 22 heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. CAO-C-BRC-ENGINEERING/WESTERN RLY Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers 16.78 of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to cum 7344 2784 20445696 23 Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 16.78.3 With material conforming to cum 7344 2808.55 20625991.2 24 Grade-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20 16.79 Providing, laying, spreading and cum 9331 2914.3 27193333.3 compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with 25 mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. CAO-C-BRC-ENGINEERING/WESTERN RLY 16.81 Providing and erecting 2.00 metre Metre 8854 3439.5 30453333 high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both 26 ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously including shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.. NEW TECHNOLOGIES AND 26.0 MATERIALS 26.1S General 26.14 Supplying & laying of bi-axial Sqm 33673 401.7 13526444.1 extruded high modulus polypropylene geogrid conforming to MORTH SPECIFICATION for base/sub-base reinforcement having minimum tensile strength 30 kN/m in the longitudinal and 27 transverse direction, with 10.5 kN/m and 21 kN/m tensile strength at 2% and 5% strain respectively in the longitudinal and transverse direction, junction efficiency not less than 95% and with 38 mm X 38 mm mesh opening. Total 246786201.57 Schedule Schedule C-USSOR Items- Steel Girder Item- 3 USSOR Items- Steel Girder related works S No. Item No Description of Item Unit Qty Rate Amount CAO-C-BRC-ENGINEERING/WESTERN RLY

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. Supplying, fabrication, assembling of all types of steel girders of specified spans with structural steel conforming to Quality "B0" Grade Designation E250 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 r e f u g e s etc., complete as per a p p r o v e d 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% CAO-C-BRC-ENGINEERING/WESTERN RLY

Plate Girder/Composite Girder (Steel Work)

Open web Girder

Extra for using steel conforming to MT Grade Designation E350 instead of Grade Designation E250 of Quality "B0" as per IS: 2062

Supplying and fixing HSFG bolts of Kg any dia and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 for bridges and steel structures with contractors labour, tools and plants and lead and lift etc., complete.

Providing and fixing railing used in Kg rows for footpath or anti-crash barrier railing with B class G.I. pipe 65/50 mm nominal dia including cost of M.S. angle and channels in vertical posts, welding / bolting, priming painting with one coat ready mix Zinc Chromate conforming to IS:104 with DFT of 25-30Microns, followed by one coat of Zinc Chrome red oxide conforming to IS:2074 with DFT of 25 Microns with all material, labour, T&P as a complete job. Note: Cost of painting shall be paid extra under relevant item.

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. Total 456889860.87 Schedule Schedule D-SUPPLYING & UTILISING CEMENT Item- 4 CEMENT Items S No. Item No Description of Item Unit Qty Rate Amount Supply and using Cement at Worksite

Ordinary Portland Cement 53 MT grade of approved brands/makes Total 335765361.03 Schedule Schedule E-SUPPLYING & UTILISING STEEL Item- 5 STEEL Items S No. Item No Description of Item Unit Qty Rate Amount CAO-C-BRC-ENGINEERING/WESTERN RLY

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 Treated bars Kg of grade Fe-500D or more of approved brands/makes. Total 1010044423.35 Schedule Schedule F- NS ITEMS RELATED TO ROB works Item- 6 NS Items S No. Item No Description of Item Unit Qty Rate Amount

NS/1:Marking out the centerline of Numbers the bridge andvarious other componentsstructures and completelining out and levellingwith Total Station,theodolite, level includingconstruction necessarymasonry pillars for linesand levels andestablishing necessarybenchmark etc. completeas directed.

NS/2:Providing SafetyScreen as per RDSO Drg.No. EL / C / 0068 MOD "E " , on the Parapet withnecessary fixtures etc. asper detailed drawingincluding contractor's ownmaterials, labours, toolsand plants, etc. complete.

NS/3: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. CAO-C-BRC-ENGINEERING/WESTERN RLY

NS/4: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/5:Providing Sacrificialshuttering MT for deck slabmade up with galvanizedCold rolled cold annealed(CRCA) steel of 310 MPAGrade with all contractor'smaterial, labour, erection,fixing, welding etc.complete with all lead andlift and all safetyprecautions. Rate isinclusive of structuraldesign of the sacrificialshuttering by contractorat their own cost. Note: (i) Rate of sacrificialshuttering (galvanizedCRCA 310 MPa Minimum1.50 mm thick) for deckslab is inclusive ofpreparation of detailedstructural drawingsupported with requiredcalculation duly proofchecked by Govt.Engineering College. No extra payment fordevelopment of designand drawing of deckingsheet or its proofchecking is admissible.

NS/6:"Providing and Layingonly Sqm with Knitted and PVCcoated Polyester UniaxialGeogrid- Techgridindigenouslymanufactured fromselected high tenacitypolyester yarn with highmolecular weight (>25000 g/mol), and lowcarboxyl end group(<30mmol/kg) forReinforced soil wall withgranular fill of PHi- 30degree (design is to becarried out in accordancewith BS-8006 / FHWA)with concrete Panel (M35)as facia, casting &erection of panels with Techgrid, providing &laying of levelling pad ofM15, providing and layingcoping beam (M25),providing and layingdrainage composite TDC- 55130 etc. completed asper the necessarydrawing and instruction ofEngineer In Charge.Excluding providing,laying and compactingselected backfill andretained fill behind thewall, excavation andground improvement, ifany." CAO-C-BRC-ENGINEERING/WESTERN RLY

NS/7:Providing sand & filling cum inapprroach portion RE wall(as per MORTH section3100) including laying ofearth as per specificationfor compaction in 250mm thick loose layersand dressing (MORTHspecification Cl. Bymechanical means usingmotor grader including305.3.5) watering theearth to bring the earthupto required OMCincluding rolling with theuse of vibratory rollerwhen earth is at suitablemoisture content withdesired field density notless than 97% ofmaximum dry density(modified proctor test).The material for fillingshall conform to IRCHighway ResearchBoard's special report No16.

NS/8: Providing and erecting a"W" Metre metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70cm above road/groundlevel, fixed on ISMC Series channel verticalpost, 150 x 75 x 5 mmspaced 2 m centre tocentre, 1.8 m high, 1.1 mbelow ground/ road level,all steel parts andfitments to be galvanisedby hot dip process, allfittings to conform toIS:1367 and IS:1364,metal beam rail to befixed on the vertical postwith a spacer of channelsection 150 x 75 x 5 mm,330 mm long complete asper clause 810 ofMoRT&H specification i/call material, labourmachinery etc.

NS/9 : Supplying and laying of Metre following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS14930, Part II complete with fitting and cutting,jointing etc. in the existing trench, completeas required. 160 mm dia(OD-160 mm & ID-135mm nominal) Total 66358256.45