Provision of FOB 03 m wide with ramps for recoupment of shortfall in Minimum Essential Amenities at Karonda(KOA) under VGLJ-BINA Section.

road cranes as per site condition and requirements and submitted to DYCE/Br/L/JHS in hard and soft copies and making all corrections raise during approval of TAD. NS 2 110.00 Tonne 1062.23 116845.30 AT Par 116845.30 2 Description:- Extra for launching of girder under traffic/OHE block

Each 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 :

40.00 : 3 graded stone aggregate 20 mm nominal size)

20.00 graded stone aggregate 20 mm nominal size) Supply and using Cement at Worksite

Portland brands/makes Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

31000.00 Fe-500D or more of approved brands/makes. BRIDGELINE-JHS-ENGINEERING/NORTH CENTRAL 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 approved QAP 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%

120.00 100144.26 Girder (Steel Work)

120.00 " B R " instead of Q u a l i t y "B0" of Grade designation E250 as per IS:2062.

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

3200.00 containers conforming to IS:2339 with DFT of 15 - 20 Microns . BRIDGELINE-JHS-ENGINEERING/NORTH CENTRAL RLY

180.00 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 31685693.66 Schedule Schedule B-DSR 2021 Items Item- 1 DSR 2021 Items S No. Item Description of Item Unit Qty Rate Amount No 5.0 REINFORCED CEMENT CONCRETE 5.9S FORM WORK Centering and shuttering including strutting, 5.9 propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, etc. Sqm 170 307.95 52351.5 1 for mass concrete 5.9.5 Lintels, beams, plinth beams, girders, Sqm 100 608.35 60835 2 bressumers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 475 804.25 382018.75 3 Struts 5.9.7 Stairs, (excluding landings) except spiral- Sqm 30 657.75 19732.5 4 staircases 5.33S DESIGN MIX CONCRETE Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and w o r k a b i l i t y without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but 5.33 excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re- design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cement cum 50 8683.8 434190 5 content of 330 kg /cum 5.33.1.2 Concrete of M30 grade with minimum cement cum 180 8825.35 1588563 6 content of 350 kg /cum BRIDGELINE-JHS-ENGINEERING/NORTH CENTRAL RLY 5.33.2 All works above plinth level upto floor V level 5.33.2.1 Concrete of M25 grade with minimum cement cum 120 10306.2 1236744 7 content of 330 kg /cum 5.33.2.2 Concrete of M30 grade with minimum cement cum 30 10477.75 314332.5 8 content of 350 kg /cum 6.0 MASONRY WORK Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in 6.3 superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : 9 6.3.1 With F.P.S.(non modular) bricks cum 10 8030.6 80306 10.0 STEEL WORK Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position 10.16 and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 10.16.3 Electric resistance or induction butt welded Kg 41000 140.85 5774850 10 tubes 10.19 Providing and fixing mild steel round holding Kg 2250 88.5 199125 11 down bolts with nuts and washer plates complete. 10.20 Providing and fixing bolts including nuts and Kg 200 140.15 28030 12 washers complete. 10.28 Providing and fixing stainless steel ( Grade Kg 3000 612.25 1836750 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, i/c fixing the railing with necessary 13 accessories & 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 terrazo 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) : 11.19.2 Medium shade pigment using 50% white Sqm 700 1312.1 918470 14 cement, 50% ordinary cement 11.41S VITRIFIED FLOOR TILES Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base 11.55 of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge : BRIDGELINE-JHS-ENGINEERING/NORTH CENTRAL RLY 11.55.1 Flamed finish granite stone slab Jet Black, Sqm 280 2589.9 725172 15 Cherry Red, Elite Brown, Cat Eye or equivalent. 12.0 ROOFING 12.1S SHEET ROOFING Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with 12.4 polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete. 12.4.2 0.63 mm thick with zinc coating not less than Metre 300 750.85 225255 16 275 gm/sqm 12.11 Extra for providing and fixing wind ties of 40x Metre 600 163.65 98190 17 6 mm flat iron section. Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain 12.42 water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 12.50 Providing and fixing precoated galvanised Sqm 1200 671.55 805860 iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in- charge) 0.50 mm (+ 0.05 %) total coated thickness 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 guard film of 25 18 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. 15.0 DISMANTLING AND DEMOLISHING Demolishing cement concrete manually/ by mechanical means including disposal of 15.2 material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix (i/c cum 10 2007.1 20071 19 equivalent design mix) 15.3 Demolishing R.C.C. work manually/ by cum 10 2928.1 29281 mechanical means including stacking of steel 20 bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Demolishing brick work manually/ by mechanical means including stacking of 15.7 serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 21 15.7.4 In cement mortar cum 10 1698.45 16984.5 15.18 Dismantling steel work in built up sections in Kg 500 4.65 2325 angles, tees, flats and channels including all 22 gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. Dismantling roofing including ridges, hips, 15.28 valleys and gutters etc., and stacking the material within 50 metres lead of: 23 15.28.1 G.S. Sheet Sqm 10 136 1360 BRIDGELINE-JHS-ENGINEERING/NORTH CENTRAL RLY 16.0 ROAD WORK 16.49S MISCELLANEOUS 16.81 Providing and erecting 2.00 metre high Metre 450 2827.4 1272330 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 ends. The work 24 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 i/c 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. 26.0 NEW TECHNOLOGIES AND MATERIALS 26.28S REPAIR AND REHABILITATION ITEMS 26.40 Providing and fixing hard drawn steel wire Sqm 180 820.8 147744 fabric of size 75 x25 mm mesh or other suitable size wire mesh to be fixed & firmly anchored to the concrete surface by means 25 of "L" shaped mild steel shear key welded with existing reinforcement including the cost of materials, labour, tool & plants as approved by Engineer-in-charge. Total 16270870.75