Construction of Major and Minor Bridges having open foundation/pile foundation with PSC slab/Composite steel girder/Open Web Girder in connection with Gauge Conversion of Miyagam-Malsar [36.68 km] and Choranda-Motikoral [17.70 km] GC project in Vadodara Division of Western Railway.

cum CAO-C-BRC-ENGINEERING/WESTERN RLY

manufacturing 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. 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.

5176.00 subgrade before laying blanketing layer with minimum strengths in Grab test, Trapezoidal Tear test and Puncture test of 7 0 0 N , 250 N and 1800 N respectively. Hiring of machinery for minor miscellaneous works for short duration i n c l u d i n g 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.

1000.00 similar with minimum 1.10 cum bucket capacity

280.00 Carry crane of 12T capacity for misc. works of handling of material Total 96006457.87 Schedule Schedule B-Bridge & Related Work Item- 2 Bridge & Related Work S No. Item Description of Item Unit Qty Rate Amount No CAO-C-BRC-ENGINEERING/WESTERN RLY Exploratory drilling of boreholes down to required depth, drilling of 150mm dia. boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm) including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion/chiselling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area.

Metre Drilling of NX size borehole (75mm dia.) in all types of hard rock and collection of rock core samples from boreholes and preserving in boxes.

660.00 as per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge 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.

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

1759.00 III) : 4 graded stone aggregate 20 mm nominal size) CAO-C-BRC-ENGINEERING/WESTERN RLY

11879.00 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. P r o v i d i n g 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.

1257.00 Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc.

738.00 wall/ ballast wall at formation level

93.00 thereof in the height above 9.0 m CAO-C-BRC-ENGINEERING/WESTERN RLY

2235.00 Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges including mechanical mixing, vibrating, pumping and bailing out water where ever 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.

8940.00 Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge. Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles using Hydraulic piling Rig of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water complete in all respect as per approved drawing, specification and direction of the Engineer in charge. 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.

Metre E x t r a 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.

Metre 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.

12.00 to 250 T capacity pile

240.00 pile capacity or part thereof over 250 ton

12.00 capacity up to 250 ton capacity pile

324.00 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.

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

420.00 machine batched, machine mixed and machine vibrated Design Mix Cement Concrete, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, of specified grade (cast in-situ) using 20mm graded crushed stone aggregate and coarse sand of approved quality in Drop and curtain wall and alike structures below bed level, complete in all respect as per drawings and technical specifications to the satisfaction of Engineer-in-Charge. Note: Payment for cement, reinforcement and shuttering shall be made extra. Deduct if Plasticiser has not been used in Design Mix Concrete of any grade as per approved mix design or use of 40mm graded stone aggregate in place of 20mm graded stone aggregate in any grade of concrete. Note: Deduction to be made for quantity of concrete.

1524.00 approved proportions (as per IS:9103) for any grade of Design Mix Concrete.

23676.00 coal tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. Centering and shuttering including strutting, propping etc. and removal of form for :

51163.00 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

7754.00 e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level.

4755.00 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. CAO-C-BRC-ENGINEERING/WESTERN RLY P r o v i d i n g 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 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.

165.00 level CAO-C-BRC-ENGINEERING/WESTERN RLY

1524.00 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 E n g i n e e r. 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.

7157.00 place of CRCA sheathing

41.00 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 o r i g i n a l . Note: The payment for staging shall be made on the cubical quantity of concrete of main Girders/slabs.

479.00 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

579495.00 fixing in position elastomeric bearing Centimetre 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.

Metre 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.

1800.00 part thereof over 100 MT in the span design load capacity up to 800 MT Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge up to 60 kms.

MT CAO-C-BRC-ENGINEERING/WESTERN RLY

51.00 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.

3000.00 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

1524.00 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.

1800.00 true to line and level forged steel 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

1378.00 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. Surface preparation of steel work of bridge plate/composite girders by cleaning with scrappers and/or wire brushes to remove all rust and loose or perished paint to prepare perfectly clean & dry bare metal surface free from all dirt/foreign material & ready for initial coat of paint for new or existing steel girders. Rate includes cost of labour, consumables, brushes, tools & plants, ladders, scaffoldings, jhoola, hanging scaffolding staging etc.

Sqm Painting of cleaned plate/composite bridge girders including all scaffolding along with provision of Jhoola / hanging scaffolding ladders etc. where required.

3600.00 Chromate conforming to IS:104 with DFT of 25-30 Microns followed by one coat of Zinc Chromate red oxide conforming to IS:2074 DFT of 25 Microns

3600.00 dual containers conforming to IS:2339 with DFT of 15 - 20 Microns for each coat. 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.

8119.00 not less than 35 kg each at specified bridge locations.

1741.00 per RDSO Specifications underneath pitching in slopes complete as per drawing and Technical Specification. CAO-C-BRC-ENGINEERING/WESTERN RLY

13288.00 consisting of granular materials of GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines.

120.00 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.

114.00 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.

114.00 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. 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).

3987.00 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. CAO-C-BRC-ENGINEERING/WESTERN RLY

8119.00 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.

1900.00 water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. Total 415529355.31 Schedule Schedule C-Supply & Utilization of Cement Item- 4 Supply & Utilization of Cement S No. Item Description of Item Unit Qty Rate Amount No Supply and using Cement at Worksite

16064.00 approved brands/makes Total 148994081.92 Schedule Schedule D-Supply & Utilization of Steel Item- 5 Supply & Utilization of Steel S No. Item Description of Item Unit Qty Rate Amount No

180.00 118971.16 permanent casing pipe for bored piles for all diameters with specified thickness of steel plate including all labour, materials, tools & complete as per approved drawing & specifications complete in all respect as per the direction of Engineer in 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.

4821704.00 grade Fe-500D or more of approved brands/makes. CAO-C-BRC-ENGINEERING/WESTERN RLY

105.00 180834.13 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.

2115.00 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.

2115.00 65mmx 65mmx 8mm or any other size conforming to IS:2062 in the nosing of steps of stair cases of Foot Over Bridges including provision of 10mm dia, anchor bar 600mm c/c and fixing with main girder with M.S. flat, making anti-slip arrangements over the top of nosing as per approved scheme given by Engineer in charge with all material, labour, T&P as a complete job. Providing and fixing various size HTS holding down bolts conforming to r e l e v a n t 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.

Kg CAO-C-BRC-ENGINEERING/WESTERN RLY

26.00 110841.29 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 & 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

11820.00 on new bridge Total 606341517.80 Schedule Schedule E-Superstructure Steel Girder Item- 6 Superstructure Steel Girder S No. Item Description of Item Unit Qty Rate Amount No

17040.00 dia and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 f o r bridges and steel structures with contractors labour, tools and plants and lead and lift etc., complete. Assembling and erection of fabricated Steel girders o n 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.

58.00 /Composite Girder more than 12.2 m span

MT Total 13945524.87 Schedule Schedule F-SOR CPWD-DSR-2023 Item- 7 SOR CPWD-DSR-2023 S No. Item Description of Item Unit Qty Rate Amount No 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 1.1.2.2 2km cum 5400 245.82 1327428 2.0 EARTH WORK 2.1S General 2.31 Clearing jungle including uprooting of Sqm 1080 17.6 19008 rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm 2 measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. 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 mix cum 306 2434.25 744880.5 3 (including equivalent design mix) 15.2.2 Nominal concrete 1:4:8 or leaner mix cum 162 1503.6 243583.2 4 (including equivalent design mix) 15.3 Demolishing R.C.C. work manually/ by cum 135 3551.25 479418.75 mechanical means including stacking of steel bars and disposal of 5 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 and disposal of 15.7 unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 6 15.7.3 In lime mortar cum 1035 851.5 881302.5 7 15.7.4 In cement mortar cum 72 2060.2 148334.4 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 : 8 15.9.1 In lime mortar cum 990 1158.1 1146519 9 15.9.2 In cement mortar cum 72 2458.95 177044.4 Dismantling dressed stone work ashlar face stone work, marble work or precast concrete work manually/ by mechanical means including stacking 15.10 of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: 10 15.10.1 In lime mortar cum 45 1464.25 65891.25 11 15.10.2 In cement mortar cum 72 2877.75 207198 15.19 Dismantling steel work manually/ by Kg 720 3.85 2772 mechanical means in built up sections 12 without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. 15.20 Extra for dismantling trusses, rafters, kg per 450 .85 382.5 purlins etc. of steel work for every metre 13 additional span of one metre or part span thereof beyond 10 metres Total 5443762.50 Schedule Schedule G-NS Items CAO-C-BRC-ENGINEERING/WESTERN RLY Item- 8 NS Items S No. Item Description of Item Unit Qty Rate Amount No

NS/1 : 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 =150 mm) 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, leads, 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.

NS/2 : Supply and Installation of Metre Carbon MS pipes as access tubes for CHUM testing in 1200 mm dia or 1500 mm dia RCC M35 grade pile with all materials including Jointer, End Caps, labour, machinery, lead and lift etc. complete.

NS/3 : CHUM testing as per RDSO's Numbers guidelines BS-4F R1 and ASTM D6760 by inserting and with drawing calibrated transducer sin 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.

NS/4 : Providing, supplying, and Kg mixing Micro-Silica in the approved proportion as per the approved design mix for any grade of concrete to achieve the desired workability. The dosage shall be as per the manufacturer's recommendations and specifications if any. Payment will be made based on actual consumption recorded in the batching sheet. Note- Rates are inclusive materials, labour, transportation, loading, unloading & GST etc. CAO-C-BRC-ENGINEERING/WESTERN RLY

NS/5 : Providing, supplying, and Kg mixing GGBS in the approved proportion as per the approved design mix for any grade of concrete to achieve the desired workability. The dosage shall be as per the manufacturer's recommendations and specifications if any. Payment will be made based on actual consumption recorded in the batching sheet. Note- Rates are inclusive materials, labour, transportation, loading, unloading & GST etc.

NS/6 : Providing hand packed stone cum pitching work in 1:6 Cement mortar like masonry finishing on already done earthwork or any where required as directed by engineer-in-charge with contractor all materials & labours etc. complete.

NS/7 : 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 bedone1.85 times accepted rate of(a) above. (ii) 90% payment shall be made on transportation of girder parts to Br. Site against indemnity Bond. (iii) Balance10%payment will be released after satisfactory assembling andlaunching under relevant item ofUSSOR."

NS/7 (a): Leading beyond 1Km MT-Km fromW/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 satisfactoryassembling and launching under relevant item of USSOR. ched with tender. Total 12590029.75