Construction of Road Under Bridge on JD-7 road at Km.122/29-31 on DLI-BTI Section near Jind Railway Station.

Item Breakup - A-USSOR-2021 Items

50.00 of minimum 50mm dia. spaced equally Total 10706.00 Item- 2 CHAPTER - 2 : Bridge Works - Substructure DYCE-C-CSB-ENGINEERING/NORTHERN RLY S No. Item Description of Item Unit Qty Rate Amount No 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 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 :

150.00 6 graded stone aggregate 20 mm nominal size)

400.00 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. DYCE-C-CSB-ENGINEERING/NORTHERN 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. 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.

2000.00 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 and in that case deduction shall be made as per relevant item. Centering and shuttering including strutting, propping etc. and removal of form for :

4000.00 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

800.00 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. DYCE-C-CSB-ENGINEERING/NORTHERN RLY Supply and using Cement at Worksite

43 approved 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.

247000.00 Fe-500D or more of approved brands/makes. Total 43301137.50 Item- 3 CHAPTER - 3 : Bridge Works - Super Structure (RCC) S No. Item Description of Item Unit Qty Rate Amount No

1100.00 box of all sizes with or without common web section including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Box pushing technique" as per approved drawings/scheme, with or without surcharge in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer-in-Charge. N o t e : 1. The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC B o x ; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. 2. In case Drag Sheet and/or Rail Cluster are to be used as per approved scheme and design, the same shall be paid extra under relevant item. 3. The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. Total 5562788.00 Item- 4 CHAPTER - 4 : Bridge Works - Super Structure (Steel) S No. Item Description of Item Unit Qty Rate Amount No Providing road crane of specified lifting capacity with specified jib length revolving type for material handling, assembly & erection of girders/slab/RCC Box etc.

300.00 over Item 041209 for every additional 1 MT capacity or part there of DYCE-C-CSB-ENGINEERING/NORTHERN RLY

50.00 129732.28 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 7778768.80 Item- 5 CHAPTER - 5 : Bridge Works - Misc. S No. Item Description of Item Unit Qty Rate Amount No

60.00 consolidation with all labour, lead, lift, tools, plants, crossing of tracks as per drawing and technical specification as directed by the Engineer in charge in case loose slush is encountered at site of foundation before casting the foundation or laying the filtering media. Grouting of masonry/concrete by injection process duly Sealing of cracks, through nipples complete as per Technical Specification and procedure given in IRBM Para No 209 including necessary admixture. Payment shall be as per use of cement by weight in case of neat cement/cement mortar grouting and weight of Epoxy in case of Epoxy Grouting. (Cement will be paid extra).

anti Kg shrinkage compound w.r.t. cement.

3000.00 water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. Total 1179910.60 Item- 6 CHAPTER 6 : Rails, Sleepers and Fittings Renewal S No. Item Description of Item Unit Qty Rate Amount No Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer in-charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block.

RM DYCE-C-CSB-ENGINEERING/NORTHERN RLY Cutting / cropping of rail of 60Kg - 90 UTS, manually and perfectly vertical with contractor's labour, hacksaw blade and tools & plants - Note: 1.Manual cutting should be used only in emergencies with prior permission of sectional ADEN where machine cutting can not be arranged in time. 2. Cutting of Rails with blade and forcing to part by using other means to break the rails is prohibited. 3.Rails should be cut right through hacksaw blades only.

Each Drilling of hole of different diameter and chamfering, in rail of any section and any UTS manually only in emergencies with contractor's labours, tools & plants, consumables etc.

Each Total 23715.58 Item- 7 CHAPTER - 8 : Deep Screening and Ballast Related Activities S No. Item Description of Item Unit Qty Rate Amount No Manufacturing, supply and stacking of machine crushed Track Ballast conforming to RDSO Specification (IRS-GE-1) with latest correction slips at Railway depot or nominated location. Note: Distance of nearest quarry mentioned in each sub-item is only for the purpose of selecting the items for preparation of estimates/tender schedule, based on the minimum distance betw e e n nearest quarry and centre of supply points and will not affect the selection of quarry during physical supply in any way till prescribed specification is met fully.

300.00 than 50 km and up to 100 km Total 638283.00 Item- 8 CHAPTER - 13 : Maintenance Activities S No. Item Description of Item Unit Qty Rate Amount No Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual

80.00 of 1540 Sleepers/Km or more Picking up of slacks in track of all sleeper density, duly opening up ballast, gauging, alignment, correcting longitudinal & cross levels, packing, boxing of ballast and dressing the same under traffic conditions as per procedure prescribed in latest edition of IRPWM and as directed by Engineer in-charge. Note: In-charge section Engineer should identify locations requiring packing and obtain prior approval of DEN/XEN before execution of the work when there is no Zonal Track Maintenance agency deployed in the section.

TRM DYCE-C-CSB-ENGINEERING/NORTHERN RLY First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

80.00 of 1540 Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

80.00 of 1540 Maintenance of track on main line & loops, Points & crossings etc. including special attention to section for carrying out various maintenance works listed in Indian Railways P.Way Manual / Bridge Manual for safe running of goods and passenger trains with contractor's tools / labours etc. complete, as directed by Engineer in- charge. Note: Contractor shall arrange one gang at any point of time comprising of minimum specified labours with sufficient experience in P.Way working.

100.00 physically fit labours plus 1 Mate. Note: (1) Day In case, contractor provides less no. of Labour/Mate or for non availability of vehicle, payment will be deducted for each such person or non-availability of vehicle @ 20% of the accepted item rate, separately for each shortfall. (2) The Contractor shall keep one pick up Truck of minimum 1.5T payload capacity with Driver all the time and all expenditures for running at an average of 80 kms per day shall be born by the Contractor. Total 1619892.20 Item- 9 CHAPTER - 15 : Heavy Track Machines S No. Item Description of Item Unit Qty Rate Amount No DYCE-C-CSB-ENGINEERING/NORTHERN RLY Providing lighting arrangements with halogen lamps on and around machine during machine working in night time blocks, with contractor's generator, consumables, all necessary electrical fittings, operators etc. Note: 1. Lighting arrangement is to be provided as per advance planning of Night Blocks and written communication. 2. In case lighting arrangement is made available but not used due to non-availability of block, payment @ 60% of the item rate shall be made. 3. In place of Halogen, LED lamps of equal lumen capacity may be used with the approval of Engineer -in-Charge. 4. If lighting arrangement fails during block, recovery shall be made twice the rate per day.

10.00 12x500 W) Total 70228.30 Item- 10 CHAPTER - 19 : Bridge Related Activities S No. Item Description of Item Unit Qty Rate Amount No Dismantling existing track on girder bridges including guard rails and foot path etc., cutting existing SW panels / LWR, if required into free rails of not less than 12 metre length and leading all released materials to nominated place within 50m of bridge approaches and stacking the released materials clear of infringements, as per direction of Engineer-in-Charge. Note: Rail cutting and drilling shall be paid separately.

TRM Total 19966.80 Item- 11 CHAPTER - 21 : Miscellaneous Items S No. Item Description of Item Unit Qty Rate Amount No 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.

50.00 with minimum 1.10 cum bucket capacity

2000.00 cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary. Total 74874.50

Item Breakup - B-DSR-2021 Items

Item Breakup - C-NS Items

Rebate for dismantling structural posts in MT fencing & other steel structure including rail post in foundation etc with contractors own labour and equipment including all lead and lifts disposal of released material outside railway land. Note: Released material such as tie bar Fencing, Rail posts, beam, channel, angle etc. shall be the property of contractor. Total -662930.60 Item- 2 NS-2 S No. Item Description of Item Unit Qty Rate Amount No

Takingout protection arrangement having Kg structural steel members provided for pushing the RCC box under the railway track upto 15mtr span without damaging the members including proper stacking of assembling, machinery, T&P, crane, labour etc complete job. nothing exta shall be paid for this item. Total 155500.00 Item- 3 NS-3 S No. Item Description of Item Unit Qty Rate Amount No

Providing and fixing Sheet piles including Sqm Designing, cutting, fixing, fabrication of Steel sheet pile of required shape & size, thickness, depth and weight (150kg per Sqm) loading,leading, unloading assembling and driving 10m deep or more as per site conditions with use of vibro hammer for executing block of lhs to avoid slippage of earth during block period & pulling out sheets of sheet pile as directed by site engineer including all labour, material, diesel and all consumbales, taxes and repair if any etc.as a complet job. Note-1. loss due to any kind( i.e. cutting of extra sheet) loss of any sheet while driving in/out of the sheet pile is to be born by the contractor & railway has no responsible of thesame and nothing extra will be payable to contractor and nothing extra will be payable for making earth platform for workingof vibro hammer. 2. After use of sheet pile the sheet will become the property of the contractor. the item considers rental/usage charges of the material of sheet pile. Total 15986698.00 Item- 4 NS-4 S No. Item Description of Item Unit Qty Rate Amount No DYCE-C-CSB-ENGINEERING/NORTHERN RLY

Rebate for cutting, felling of trees of any Numbers girth including removal of all roots, stem, branches etc, inclusive of all lead, taking possession of the tree and these will become the property of the contractor. The rate shall include felling, grabbing and removal of all roots, stem, branches etc. from the railway boundary. Total -29305.60 Item- 5 NS-5 S No. Item Description of Item Unit Qty Rate Amount No

Rebate for release scrape material such as Kg reinforcement bars, steel pipes etc in dismantling of Reinforcement cement concrete work in retaining wall and other structure. Total -23200.00