NER-LJN Division:- Construction of LHS by air pushing technique in lieu of LC No. 253/C, 267/C, 283/C, 284/C, 306/C & 313/C between GD-BBK section in LJN division. Total 06 nos.

A-USSOR-2021 items

B-CPWD-DSR-2021

Item Breakup - A-USSOR-2021 items

cum Total 282390.00 All the item as per attached Annexure-A-II based on NER-USSOR-2021 and any other items not Item- 2 included in this annexure but provided in Chapter-2 of NER-USSOR-2021 with up to date correction slips except items provided in item no. 3 Annexure-A-III and item No.4 Annexure-A-IV of schedule-A. S No. Item Description of Item Unit Qty Rate Amount No 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 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 LUCKNOW-NER-DIVISION-ENGINEERING/NORTH EASTERN RLY

300.00 Concrete 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of b r i d g e s 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.

300.00 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.

10559.94 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.

1676.40 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 :

22117.92 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 Total 54593329.15 All the item as per attached Annexure-A-III: Supply of cement items only of chapter-2 based on Item- 3 NER-USSOR-2021 with up to date correction slips. S No. Item Description of Item Unit Qty Rate Amount No Supply and using Cement at Worksite

43 approved brands/makes LUCKNOW-NER-DIVISION-ENGINEERING/NORTH EASTERN RLY

Cement brands/makes Total 13081677.32 All the item as per attached Annexure-A-IV: Supply of steel reinforcement of approved Item- 4 brands/makes for R.C.C. Work of chapter-2, based on NER-USSOR-2021 with up to date correction slips. S No. Item Description of Item Unit Qty Rate Amount No Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

bars of Kg grade Fe-500D or more of approved brands/makes. Total 144994644.41 All the item as per attached Annexure-A-V based on NER-USSOR-2021 and any other items not Item- 5 included in this annexure but provided in Chapter-3 of NER-USSOR-2021 with up to date correction slips. S No. Item Description of Item Unit Qty Rate Amount No

2610.00 box of all sizes with or without common web section after supporting the track on temporary girders 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 'Air pushing technique" as per approved drawings/scheme, 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. Note: (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 Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. (2) The CC Cribs as required and Temporary Girder shall be supplied by Railways at available location. (3) Transportation of Temporary Girder to site shall be paid separately under relevant item.. (4) 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. 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 above 60 kms.

MT-Km Total 8173325.70 LUCKNOW-NER-DIVISION-ENGINEERING/NORTH EASTERN RLY All the item as per attached Annexure-A-VI based on NER-USSOR-2021 and any other items not Item- 6 included in this annexure but provided in Chapter-4 of NER-USSOR-2021 with up to date correction slips. S No. Item Description of Item Unit Qty Rate Amount No Supplying, fabrication, assembling of all types of steel girders of specified spans with structural steel conforming to Quality "B0" Grade Designation E250 conforming t o 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%

Girder/Semi Girder/Composite Girder (Steel Work)

1500.00 and any length with suitable nuts 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. Providing road crane of specified lifting capacity with specified jib length revolving type for material handling, assembly & erection of girders/slab/RCC Box etc.

1800.00 over Item 041209 for every additional 1 MT capacity or part there of LUCKNOW-NER-DIVISION-ENGINEERING/NORTH EASTERN RLY

258.00 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 52872679.80 All the item as per attached Annexure-A-VII based on NER-USSOR-2021 and any other items not Item- 7 included in this annexure but provided in Chapter-5 of NER-USSOR-2021 with up to date correction slips. S No. Item Description of Item Unit Qty Rate Amount No

300.00 less than 35 kg each at specified bridge locations.

312.84 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.

1500.00 to 20 mm dia. with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary after completion of grouting. 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.

480.00 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. LUCKNOW-NER-DIVISION-ENGINEERING/NORTH EASTERN RLY 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).

300.00 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.

1290000.00 water from any location. Payment to be Hour done for Horse power of pump multiplied by pumping hours. Total 70467917.63 All the item as per attached Annexure-A-VIII based on NER-USSOR-2021 and any other items not Item- 8 included in this annexure but provided in Chapter-8 of NER-USSOR-2021 with up to date correction slips. 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 between 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.

600.00 than 200 km and up to 250 km Total 1149354.00 All the item as per attached Annexure-A-IX based on NER-USSOR-2021 and any other items not Item- 9 included in this annexure but provided in Chapter-11 of NER-USSOR-2021 with up to date correction slips. S No. Item Description of Item Unit Qty Rate Amount No LUCKNOW-NER-DIVISION-ENGINEERING/NORTH EASTERN RLY

900.00 Specifications and guidelines RDSO/2020/GE: IRS-0004 or latest in running line with suitable soil to the designed profile The work shall include uprooting and disposing of all the vegetation, benching at every 30 Cm vertical height, earthwork in benching portion and compaction using suitable slope vibratory Rollers/Compactors etc. to achieve prescribed MDD. Note: 1. Payment of cess repairs shall be based on the quantities worked out from the cross sectional calculations only and worked out from the initial ground levels before doing benching and final levels as done for new embankment. The earth work in benching portion shall not be paid extra as the same has been included in the rate. 2. The earth work shall be started only after Completing of the benching and certified. 3. The benching Work shall be done for a maximum height of 1.50 m at any time based on the progress of earthwork starting from toe of the embankment.

150.00 making cess on other side of the track (when no approaches available along track or no road vehicles to work at site) by dumping contractor's own earth, collected along toe of bank of any height on to other side of track & side slope of the existing bank by head load, duly crossing of tracks with all contractor's materials, labour, tools, plant including loading of earth in baskets, lifting, leading to the non-cess side of bank including crossing of tracks & dumping etc. and as directed by the Engineer in-charge. Total 233278.50 All the item as per attached Annexure-A-X based on NER-USSOR-2021 and any other items not Item- 10 included in this annexure but provided in Chapter-12 of NER-USSOR-2021 with up to date correction slips. S No. Item Description of Item Unit Qty Rate Amount No

600.00 available along formation on top or at c e s s , in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes to form consolidated ballast bed of approximately 250mm thickness to a width of 4m symmetrical to centre line of proposed track in correct line & level with all ascents & descents, as directed by Engineer in-charge. Note: Item is inclusive of (a) providing ramp for taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface. Total 25428.00 All the item as per attached Annexure-A-XI based on NER-USSOR-2021 and any other items not Item- 11 included in this annexure but provided in Chapter-19 of NER-USSOR-2021 with up to date correction slips. LUCKNOW-NER-DIVISION-ENGINEERING/NORTH EASTERN RLY S No. Item Description of Item Unit Qty Rate Amount No Insertion of temporary girder in place of formation involving dismantling of track, removal of ballast and neatly stacking for future use, excavation & installation of CC crib or wooden crib at both ends as per approved design in one or more traffic blocks, excavation for creating space for insertion of girder as required, placement of girder by contractor's Crane, tools & plants, filling of earth/sand filled bags at different stages as required, linking of track and connecting with the approaches, ballasting, boxing and packing approach sleepers to make track fit for 20 kmph to the satisfaction of Engineer in-charge. Note: 1. The CC Cribs as required and Temporary Girder shall be supplied by Railways at available location. 2. Transportation of Temporary Girder to site shall be paid separately under relevant item. 3. The charges for wooden sleepers/blocks required for matting and bearing as per approved design shall be paid extra as per relevant item. 4. In case bridge timber / channel sleepers are required to be laid on girder, the same shall be paid separately under relevant item.

12.00 113480.43 16.3m and up to 26.00 using Road crane capacity of 80 MT

and sleepers/blocks required for matting and bearing as per approved design for use below and above CC Crib for insertion of Temporary Girder etc.. Note: The item is for one time use and released wooden sleepers/blocks shall be the property of the Contractor. Removal of temporary girder, crib on both ends and placing temporary girder on crib / cess away from Railway track as directed by engineer at site under traffic block; filling of Railway's earth by ramming, pulling ballast from stack / adjoining track / same track, laying track, linking with approach track and packing of ballast for opening track at 20 kmph speed, boxing & dressing of cess, ballast profiling etc. N o t e : If earth is to be brought by contractor from outside, the same will be paid separately.

12.00 124639.03 16.3m and up to 26.00 using Road crane capacity of 80 MT

6.00 by cutting and bending to required shape & RDSO's approved drawings. Note: (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right. LUCKNOW-NER-DIVISION-ENGINEERING/NORTH EASTERN RLY

6.00 guard rails of any rail section over PSC sleepers including fixing of with all fittings, including leading of rails and fittings, squaring and adjusting spacing of sleepers as required, providing nose blocks duly cutting wooden blocks supplied by railways and fixing it with bolts of 16mm dia as directed complete and finished as per RDSO's approved drawing. Note: 1.One set consists of LH & RH side rails of one end. 2.Required P.Way fittings will be supplied at SSE stores depot.

240.00 drill twist in the foot of guard rails for fixing guard rails on bridge as directed.

240.00 PSC sleepers with suitable rotary hammer / drilling machine at indicated location for fixing of guard rails on bridges & its approaches as per approved drawing and fixing of contractor's HDPE dowels and adhesive of approved quality to Drawing no. RDSO/T-3002, procured from RDSO's approved sources with contractor's materials and consumable.

15416.41 wood/hard wood (Non teak) sleepers of various thickness and length as per the RDSO re railing ramp Drg No T-8259 for fixing bent rails and MS plates including cutting the wood in saw mills, transporting to site of work with all leads and lifts, labour, tools and plant etc. as directed by Engineer In-charge. Total 4231871.81 All the item as per attached Annexure-A-XII based on NER-USSOR-2021 and any other items not Item- 12 included in this annexure but provided in Chapter-20 of NER-USSOR-2021 with up to date correction slips. S No. Item Description of Item Unit Qty Rate Amount No

2160.00 28mm dia. & 320mm long as per RDSO Drg. no. BA-1636/I/R2 from RDSO approved sources Total 185976.00 All the items as per attached Annexure-A-XIII, based on NER-USSOR-2021 and any other items not Item- 13 included in this annexure of Chapter-21 and as mentioned above Sr. No. 1 to 14, i.e. Annexure-A- I to XII but provided in NER-USSOR-2021 with up to date correction slips. 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.

480.00 with minimum 1.10 cum bucket capacity Total 375225.60

Item Breakup - B-CPWD-DSR-2021