Construction of RFOs (Rail fly over's) at Br. No. 19 - 1X91.40M, Br. No. 46 - 1 X 106.7m + 1 X 45.7m, Br. No. 52 - 1 x 91.4m. + 1 x 45.7m + 29 x 30.50m, Br. No. 65 - 1X61M of 4th Line between Barejadi Nandej ( Geratpur) - Sanand ( 38.20 Km) (Ahmedabad Bypass) and Br. No. 6 - 2X61M on Intersection No. 1 of New BG Line intersection (5 Nos.) between Geratpur-Sanand & Botad-Ahmedabad (16.51 Km) on Ahmedabad Division of Western Railway.

cum CAO-C-ADI-ENGINEERING/WESTERN RLY Total 2116200.00 Schedule Schedule B-Bridge Work Item- 2 Bridge Work S No. Item Description of Item Unit Qty Rate Amount No 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.

3000.00 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. 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 :

1460.00 (zone-III) : 4 graded stone aggregate 20 mm nominal size) CAO-C-ADI-ENGINEERING/WESTERN RLY

14020.00 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. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

2510.00 Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc.

1700.00 Dirt wall/ ballast wall at formation level CAO-C-ADI-ENGINEERING/WESTERN RLY

2400.00 Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge. Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles using Hydraulic piling Rig of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water complete in all respect as per approved drawing, specification and direction of the Engineer in charge. Note: 1. Payment for only cement, reinforcement shall be made extra. 2. Length of the pile for payment shall be measured up to the bottom of RCC pile Cap. 3. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Metre 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.

15.00 to 250 T capacity pile

25.00 pile capacity or part thereof over 250 ton

2900.00 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. CAO-C-ADI-ENGINEERING/WESTERN RLY Centering and shuttering including strutting, propping etc. and removal of form for :

33500.00 e.g. pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm w a l l etc. up to 5m above ground level

8200.00 e.g. slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level.

10200.00 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.

8203520.00 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.

Metre CAO-C-ADI-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.

Sqm 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 and 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.

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

38250.00 dual containers conforming to IS:2339 with DFT of 15 - 20 Microns .

5939.00 cement concrete blocks cast in-situ and made with nominal mix of 1:2:4 with all material , labour, tools and plants. Note: (1) Payment to be made for concrete only; (2) Cement and shuttering to be paid extra. CAO-C-ADI-ENGINEERING/WESTERN RLY

13870.00 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.

50.00 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. Total 572942382.75 Schedule Schedule C-Cement Item- 3 Cement S No. Item Description of Item Unit Qty Rate Amount No Supply and using Cement at Worksite

23822.00 of approved brands/makes Total 220949764.66 Schedule Schedule D-Steel (TMT) Item- 4 Steel (TMT) S No. Item Description of Item Unit Qty Rate Amount No

1401.00 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 c h a r g e . Note: Payment shall be made as per the weight of circular plate of casing pipe only. Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

9851792.00 grade Fe-500D or more of approved brands/makes. Total 1313328666.04 Schedule Schedule E-Steel (Girder) Item- 5 Steel (Girder) S No. Item Description of Item Unit Qty Rate Amount No 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-ADI-ENGINEERING/WESTERN RLY 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 refuges 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 only. 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%

125449.75 any dia and any length with suitable n u t s including DTI washers conforming to IRS-B1-2001 for bridges and s t e e l 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.

2436.00 /Composite Girder more than 12.2 m span

MT CAO-C-ADI-ENGINEERING/WESTERN RLY

259.00 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.

121.18 140021.51 beam Sleepers made out of the materials confirming to IS 2062 of standard Rolled sections as per approved drawing Nos RDSO/B/1636/4/R,5&9 complete and as directed by Engineer-in charge. Note: Cost of steel fittings and GRSP shall be paid separately. 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 i n f r i n g e m e n t . Note: Joints of chequered plates shall not fall in between sleepers

24486.20 on new bridge

11100.00 28mm dia. & 320mm long as per RDSO Drg. no. BA-1636/I/R2 from RDSO approved sources

925.00 Nos of Elastomeric Pads 25mm / 30mm thick and 4 nos of Grooved rubber pads as per RDSO drawing No. B/1636/5 alt 2 to suit Insulated H Beam sleepers from RDSO approved sources with all contractor's material, lead, lift, labour, tools, plant and transportation etc. complete as per approved drawings and as instructed by Engineer in- charge. Note: One Set consists of 2 nos. Elastomeric Pad 25mm/30mm and 4 nos. Grooved Rubber Pad.

925.00 for H Beam sleepers of 52/60Kg Rails procured from RDSO approved firms as per RDSO approved drawing with up-to-date correction slips and specifications with all contractor's lead, lift, labour, tools, plant, transportation etc. complete as per instructions of Engineer in-charge. Note: Complete fixture for 1 sleeper shall constitute 1 set. Total 571717647.64 CAO-C-ADI-ENGINEERING/WESTERN RLY Schedule Schedule F-DSR Items Item- 6 DSR Items S No. Item Description of Item Unit Qty Rate Amount No 2.0 EARTH WORK 2.1S General Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 2.1 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: 1 2.1.1 All kinds of soil Sqm 2400 129.85 311640 2.25 Filling available excavated earth cum 1400 196 274400 (excluding rock) in trenches, plinth, sides of foundations etc. in layers not 2 exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 16.0 ROAD WORK 16.1S ROADS 16.1 Preparation and consolidation of sub Sqm 2800 218.9 612920 grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and 3 consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. 16.2 Extra for compaction of earth work in cum 1400 24.85 34790 embankment under optimum 4 moisture conditions to give at least 95% of the maximum dry density (proctor density). 16.3 Supplying and stacking at site. 16.3.1 90 mm to 45 mm size stone cum 240 2098.4 503616 5 aggregate 16.3.2 63 mm to 45 mm size stone cum 240 1636.05 392652 6 aggregate 16.3.3 53 mm to 22.4 mm size stone cum 240 1842.3 442152 7 aggregate 16.3.6 Stone screening 13.2 mm nominal cum 120 2034.35 244122 8 size (Type A) 16.3.7 Stone screening 11.2 mm nominal cum 120 2247.75 269730 9 size (Type B) 10 16.3.8 Red bajri cum 48 1564.9 75115.2 11 16.3.9 Good earth cum 48 775.5 37224 12 16.3.10 Moorum cum 48 768.25 36876 16.4 Laying, spreading and compacting cum 720 1046.95 753804 stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 13 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . CAO-C-ADI-ENGINEERING/WESTERN RLY Supplying, stacking and Spreading 6 mm thick red bajri, watering and 16.6 rolling complete including preparation of the surface and rolling. 14 16.6.1 With road roller/ hand roller Sqm 2400 24.45 58680 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 with 16.30 mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 15 16.30.1 On W.B.M. @ 0.75 Kg / sqm Sqm 2200 60.5 133100 16.30.2 On bituminous surface @ 0.50 Kg / Sqm 2000 48.2 96400 16 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 16.37 approved 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). 17 16.37.1 25 mm thick Sqm 2000 854.15 1708300 Total 5985521.20 Schedule Schedule G-NS Items Item- 7 NS Items S No. Item Description of Item Unit Qty Rate Amount No

Uncoarsed handpacked DRY RUBBLE cum FILLING in work like rubble filling behind abutment, wing returns and soling etc. without any special dressing stone.

Providing & laying a layer of three Sqm dimensional cellular confinement system GEOCELL made of ultrasonically welded HDPE strips, which acts as as subgrade/ sub base 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, leads, lifts crossing of tracks, transport, including all labou , fuel, tools and plants, taxes etc., complete. No payment for wastages will be made, and rate may be quoted accordingly. CAO-C-ADI-ENGINEERING/WESTERN RLY

RCC controlled concrete : Providing and placing in position RCC M-40/M- 35/M-30 grade 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 asapproved by Railway etc. complete as per specifications, special conditions and detailed scope of work furnished in the tender and as directed by the Engineer incharge. (Reinforcement steel and Cement shall be payable separately under relevant items)

Providing, Fixing and Maintaining MS Metre Fabricated traffic barricading of 2.50m height on either side of the carriageway / portion of the carriageway closed to the traffic including provision of all sign boards / bollards and warning lights etc. as per the Engineer in Charge.

Providing and fixing 50mm dia Metre medium class MS pipe for CHUM test of pile including threading water proofing jointing ,lowering ,placing and fixing in position ,welding of MS plate at end as acomplete job. (Payment of ms plate will be under relevant USSOR item ). Total 62275632.78

Description:- Earthwork S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () B-Bridge Work 385933989.02 Above/ Please see Item Breakup for details. 572942382.75 (-) 32.64 385933989.02 Below/P

Description:- Bridge Work S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () C-Cement 165668133.54 Above/ Please see Item Breakup for details. 220949764.66 (-) 25.02 165668133.54 Below/P

Description:- Cement S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () D-Steel (TMT) 919330066.23 CAO-C-ADI-ENGINEERING/WESTERN RLY Above/ 1313328666.0 Please see Item Breakup for details. (-) 30.00 919330066.23 Below/P

ar Description:- Steel (TMT) S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () E-Steel (Girder) 426272678.08 Above/ Please see Item Breakup for details. 571717647.64 (-) 25.44 426272678.08 Below/P

Description:- Steel (Girder) S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () F-DSR Items 4070154.42 Above/ Please see Item Breakup for details. 5985521.20 (-) 32.00 4070154.42 Below/P

Description:- DSR Items S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () G-NS Items 62275632.78 Above/ Please see Item Breakup for details. 62275632.78 AT Par 62275632.78 Below/P

Description:- NS Items