SW I : BZA Division: BZA-GDR Section : Repairs to COP and FOB concrete floor slabs, roofing, landing, moulding steps, base foundations including steel braces, plate angles, screens, removal of rusted cleats, angle members etc along with painting in SSE/Works/BPP & TEL sections in ADEN/BPP sub-division under the Jurisdiction of DEN/Central/BZA SW II : BZA Division: BZA-VSKP Section : Repairs to COP and FOB concrete floor slabs, roofing, landing, moulding steps, base foundations including steel braces, plate angles, screens, removal of rusted cleats, angle members etc along with painting in SSE/Works/EE sections in ADEN/EE sub- division under the Jurisdiction of DEN/Central/BZA

approved brands/makes S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () A2-USSR 2021 14080307.75 Below/P ar Please see Item Breakup for details. 14080307.75 AT Par 14080307.75 1 Description:- USSOR

cum 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 :

394.56 6 graded stone aggregate 40 mm nominal size). VIJAYAWADA-SCOR-DIVISION-ENGINEERING/SOUTH COAST RAILWAY

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

69.93 ballast wall at formation level Centering and shuttering including strutting, propping etc. and removal of form for :

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

6000.00 containers conforming to IS:2339 with DFT of 15 - 20 Microns for each coat. VIJAYAWADA-SCOR-DIVISION-ENGINEERING/SOUTH COAST RAILWAY

248.40 honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification with average thickness of 10mm including priming coat, mortar plaster and seal coat of epoxy. Removing all loose concrete, cleaning rust with dusting compound & water jet, drying, replacing worn out reinforcements by welding new reinforcement for making up lost steel section, applying approved anti- corrosive polymer coating over the damaged area to proper profile, providing polymer mortar (up to 20mm thickness) or polymer concrete (more than 20mm thickness) consisting of cement, sand, 6mm down chips where required and polymer as per manufacturers' specification. The rate includes curing for 14 days, all materials, consumables, labours, tools and plants, scaffolding/staging with all lead and lift. Note: Cost of reinforcement, if used, to be paid separately.

Sqm Total 2241019.90 Schedule Schedule B-DSR 2021 Item- 1 DSR S No. Item No Description of Item Unit Qty Rate Amount 5.0 REINFORCEMENT CEMENT CONCRETE 5.12S PRE-CAST RCC 5.15 Providing, transporting, hoisting and fixing cum 52.86 13899.2 734711.71 above plinth level up to floor five level precast reinforced cement concrete in lintels, beams and bressummers, including setting in cement mortar 1:3 (1 cement : 3 1 coarse sand), cost of required centering and shuttering but , excluding the cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 5.33S DESIGN MIX CONCRETE Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete w o r k ; u s i n g coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag c e m e n t , admixtures in recommended proportions as per IS: 9103 5.33 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: All works above plinth level upto floor V 5.33.2 level 5.33.2.1 Concrete of M25 grade with minimum cum 69.93 9860.4 689537.77 2 cement content of 330 kg /cum VIJAYAWADA-SCOR-DIVISION-ENGINEERING/SOUTH COAST RAILWAY Supplying and applying pre tested and approved water based concrete curing 5.41 compound to concrete/ masonry surface, all as per manufacturer's specification and direction of Engineer-in-charge. 3 5.41.1 Non pigmented wet curing compound Sqm 650.6 69.05 44923.93 6.0 MASONRY WORK 6.1S General Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 6.4 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse cum 25.52 9344.35 238467.81 4 sand) 10.0 STEEL WORK 10.1S General 10.28 Providing and fixing stainless steel ( Grade Kg 864 772.4 667353.6 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, including fixing the railing with necessary accessories & 5 stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 11.0 FLOORING 11.16S TILE FLOORING Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with 11.20 pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). 11.20.2 Medium shade pigment using 50% white Sqm 225 1328.35 298878.75 6 cement 50% Grey cement 7 11.20.3 Dark shade pigment using ordinary cement Sqm 2620.44 1119.5 2933582.58 12.0 ROOFING 12.1S SHEET ROOFING Providing valleys of 90 cm wide overall in plain G.S. sheet fixed with polymer coated 12.5 J, or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete : 12.5.1 1.60 mm thick with zinc coating not less Metre 810 1863.9 1509759 8 than 350 gm/m2 12.37S RAIN WATER SPOUT AND PIPE VIJAYAWADA-SCOR-DIVISION-ENGINEERING/SOUTH COAST RAILWAY 12.50 Providing and fixing precoated galvanised Sqm 1862 738.65 1375366.3 iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15- 18 microns. Sheet should have protective 9 guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc 12.51 coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : 10 12.51.1 Ridges plain (500 - 600mm) Metre 240 532.35 127764 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 11 13.1.1 1:4 (1 cement: 4 fine sand) Sqm 378 347.05 131184.9 13.44S EXTERIOR FINISHING Painting with aluminium paint of approved 13.63 brand and manufacture to give an even shade . 12 13.63.1 Two or more coats on new work Sqm 2967.2 146.8 435584.96 Painting with aluminium paint of approved 13.100 brand and manufacture to give an even shade: 13 13.100.1 One or more coats on old work Sqm 2000 96 192000 15.0 DISMANTLING AND DEMOLISHING 15.1S General 15.3 Demolishing R.C.C. work manually/ by cum 100.98 3551.25 358605.23 mechanical means including stacking of 14 steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Dismantling steel work in single sections 15.17 including dismembering and stacking within 50 metres lead in: 15 15.17.2 Channels, angles, tees and flats Kg 306.8 2.3 705.64 15.18 Dismantling steel work in built up sections Kg 20032.16 5.65 113181.7 in angles, tees, flats and channels including all gusset plates, bolts, nuts, 16 cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. 15.22 Extra for marking of structural steel work Kg 4033.91 4.65 18757.68 17 required to be re-erected. VIJAYAWADA-SCOR-DIVISION-ENGINEERING/SOUTH COAST RAILWAY Dismantling tile work in floors and roofs 15.23 laid in cement mortar including stacking material within 50 metres lead. 18 15.23.1 For thickness of tiles 10 mm to 25 mm Sqm 1200 73.4 88080 Dismantling roofing including ridges, hips, 15.28 valleys and gutters etc., and stacking the material within 50 metres lead of: 19 15.28.1 G.S. Sheet Sqm 750 164.95 123712.5 15.60 Disposal of building rubbish / malba / cum 450 263.95 118777.5 similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to 20 approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. Total 10200935.56 Schedule Schedule C-NS Item- 1 NS S No. Item No Description of Item Unit Qty Rate Amount

"Repairs to opening of cover over platforms Sqm around OHE masts portals using resin and glass fibre treatment by covering the gap with resin and glass fibre in two coats of total layers of 2.0 to 2.5 mm thickness including preparing the existing surface by wire brushes and cleaning and covering the gap for water tight including testing with all contractor men, materials, tools, plants, including transportation of materials to the site with inclusive of taxes, scaffolding, crossing of track wherever necessary etc., complete as directed by the Engineer-in- charge at site. Note: Any wide gaps shall be covered with galvalume sheet pieces provided by Railway duly treating the whole area with Glass fibre treatment (Rate is arrived as per approved rate analysis vetted by Sr.DFM/SC vide Lr.No.No.AFX-I/Central/Misc-46/2024 ,Dt: 07.08.2024. )"

"Repairs to valley Gutter joints of Metre Gl/AC/Galvalume by using resin and glass fibre treatment, by preparing the surface removing the existing treatment scarping the surface by wire brush, applying the resin and glass fibre in two layers ie, 1.5 to 2.0 mm thickness, 10 cm width to cover the crack including testing joints with all contractor men, materials, tools, plants, including transportation of materials to the site with inclusive of taxes, scaffolding, crossing of track wherever necessary etc., complete as directed by the Engineer-in- charge at site. (Rate is arrived as per approved rate analysis vetted by Sr.DFM/SC vide Lr.No.No.AFX- I/Central/Misc-46/2024 ,Dt: 07.08.2024. )" VIJAYAWADA-SCOR-DIVISION-ENGINEERING/SOUTH COAST RAILWAY

Repairs to Holes of size upto 15 Cm x 15 Numbers 1800.00 Cm patch work in GI AC/Galvalume roofing's by using resin and glass fibre by preparing the surface removing the existing treatment and scraping the surface by wire brush applying the resin and glass fibre in 2 layers of 1.5 to 2 mm thickness including testing the joints with all contractor men, materials, tools, plants, including transportation of materials to the site with inclusive of taxes, scaffolding, crossing of track wherever necessary etc., complete as directed by the Engineer-in- charge at site. (Rate is arrived as per approved rate analysis vetted by Sr.DFM/SC vide Lr.No.No.AFX- I/Central/Misc-46/2024 ,Dt: 07.08.2024. ) Total 1257122.00 Schedule Schedule A2-USSR 2021 Item- 1 USSOR S No. Item No Description of Item Unit Qty Rate Amount Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

18084.00 Fe-500D or more of approved brands/makes.

6334.08 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.

7614.04 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 relevant Codes/Specification in concrete column or in other structures with proper nuts, bolts, washers/plates, grouting of holes with cement or epoxy concrete with all material, labour, T&P as a complete job.

Kg VIJAYAWADA-SCOR-DIVISION-ENGINEERING/SOUTH COAST RAILWAY

85.94 124797.68 and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer- in-charge. Note: The payment shall be made on the theoretical weight of main components and gusset plates only. Total 14080307.75