Provision of RUB for closure of L-xing no. 20/A, 21/C, 31/C & 56/C on BSB-ZBD-ABP section in the jurisdiction of Sr.DEN-III/LKO.

180.00 of minimum 50mm dia. spaced equally Total 38541.60 Item- 02 CHAPTER 02 : Bridge Works - Substructure S No. Item Description of Item Unit Qty Rate Amount No LUCKNOW-NR-DIVISION-ENGINEERING/NORTHERN RLY 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 :

450.00 III) : 3 graded stone aggregate 20 mm nominal size)

60.00 4 graded stone aggregate 20 mm nominal size)

380.00 6 graded stone aggregate 20 mm nominal size) 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.

35.00 ballast wall at formation level LUCKNOW-NR-DIVISION-ENGINEERING/NORTHERN RLY

60.00 1:3:6 with graded stone aggregate of 40mm nominal size, in foundation and floors, retaining walls of bridges 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.

5650.00 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 :

10600.00 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 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.

563334.84 Fe-500D or more of approved brands/makes. Total 106979380.11 Item- 03 CHAPTER 03 : Bridge Works - Super Structure (RCC) S No. Item Description of Item Unit Qty Rate Amount No LUCKNOW-NR-DIVISION-ENGINEERING/NORTHERN RLY

1484.00 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. 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.

50.00 coats on existing bottom surface of deck slab including cleaning surface of dirt, dust & other foreign matter, sand papering, wire brushing as required with all contractor's materials tools, machinery, scaffolding, lead, lifts etc. complete as per specifications and as directed by Engineer in-charge Total 7594033.10 Item- 04 CHAPTER 04: Bridge Works - Super Structure (Steel)) S No. Item Description of Item Unit Qty Rate Amount No LUCKNOW-NR-DIVISION-ENGINEERING/NORTHERN 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 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%

Girder/Semi Girder/Composite Girder (Steel Work)

401.00 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 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.

2100.00 paid extra. Providing road crane of specified lifting capacity with specified jib length revolving type for material handling, assembly & erection of girders/slab/RCC Box etc.

Day Total 25412890.87 Item- 05 CHAPTER 05 : Bridge Works - Misc. S No. Item Description of Item Unit Qty Rate Amount No

450.00 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. LUCKNOW-NR-DIVISION-ENGINEERING/NORTHERN RLY 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).

60.00 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.

95.00 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.

80.00 sand (no cohesive materials to be used) of approved quality including watering and ramming in foundation, behind the abutment, wing wall, retaining wall in layers not exceeding 150mm thick including its compaction as per direction of Engineer-in-charge. The rate includes all lead, lift, ascent, descent, crossing of Railway line etc. complete with contractor's labour, materials, tools and plant.

8500.00 water from any location. Payment to be Hour done for Horse power of pump multiplied by pumping hours. Total 2391058.30 Item- 06 CHAPTER 06 : 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 Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in- Charge. Note: Rail drilling and cutting to be paid separately.

RM LUCKNOW-NR-DIVISION-ENGINEERING/NORTHERN RLY Through Sleeper Renewal (TSR) with PSC sleepers involving removal existing sleepers of any type along with fittings from track, insertion of PSC sleepers lying along the cess / formation / slope / toe within 5 metres height with all fittings to specified spacing, gauge and squareness, one round of through packing to make track fit for 20 kmph speed, dressing of ballast to standard profile, all in accordance with the latest provisions of IRPWM and stacking of all released material neatly at specified places within an average lead of 100 m as directed by Engineer in-charge.

180.00 screening 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 Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge :

Each Total 108081.76 Item- 07 CHAPTER 19 : Bridge Related Activities S No. Item Description of Item Unit Qty Rate Amount No

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. Note: If earth is to be brought by contractor from outside, the same will be paid separately.

8.00 136588.95 from 12.2m to 16.3m using road crane capacity of 50 MT Total 1211828.00 Item- 08 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.

800.00 with minimum 1.10 cum bucket capacity LUCKNOW-NR-DIVISION-ENGINEERING/NORTHERN RLY

450.00 crane of 12T capacity for misc. works of handling of material

4000.00 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 1145941.00 Schedule Schedule B-All D.S.R items are inclusive of GST and all taxes. Item- 01 Chapter 10: STEEL WORK S No. Item Description of Item Unit Qty Rate Amount No 1 10.2 10.2-Structural steel work riveted, bolted or Kg 20000.00 111.95 2239000.00 welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 2 10.16.1 10.16.1-Steel work in built up tubular Kg 119000.00 154.90 18433100.00 (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes 3 10.25.2 10.25.2-Steel work welded in built up Kg 17500.00 142.30 2490250.00 sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. Total 23162350.00 Item- 02 Chapter 12: ROOFING S No. Item Description of Item Unit Qty Rate Amount No 1 12.50 12.50-Providing and fixing precoated Sqm 6550.00 671.55 4398652.50 galvanised 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 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. Total 4398652.50 LUCKNOW-NR-DIVISION-ENGINEERING/NORTHERN RLY Item- 03 SH:13.0 FINISHING S No. Item Description of Item Unit Qty Rate Amount No 1 13.26 13.26-Providing and applying plaster of Sqm 2500.00 214.30 535750.00 paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. 2 13.48.1 Finishing with Deluxe Multi surface paint Sqm 2500.00 158.95 397375.00 system for interiors and exteriors using Primeras per manufacturers specifications : Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm 3 13.61.1 13.61.1-Painting with synthetic enamel Sqm 2500.00 131.45 328625.00 paint of approved brand and manufacture to give an even shade :Two or more coats on new work Total 1261750.00 Item- 04 SH:15.0 DISMANTLING AND DEMOLISHING S No. Item Description of Item Unit Qty Rate Amount No 1 15.43.2 15.43.2-Dismantling manually/ by Sqm 1500.00 353.65 530475.00 mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge :bituminous road Total 530475.00 Item- 05 Chapter 19: DRAINAGE S No. Item Description of Item Unit Qty Rate Amount No 1 19.35.1 19.35.1-Providing and laying Non Pressure Metre 141.00 2385.50 336355.50 NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete450 mm dia RCC pipes. Total 336355.50 Item- 06 Chapter 23: RAIN WATER HARVESTING & TUBEWELLS S No. Item Description of Item Unit Qty Rate Amount No 1 23.5 23.5-Supplying, filling, spreading & leveling cum 40.00 1302.30 52092.00 stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 2 23.6 23.6-Supplying, filling, spreading & leveling cum 40.00 1309.00 52360.00 gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 3 23.7 23.7-Supplying, filling, spreading & leveling cum 40.00 1309.00 52360.00 coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer - incharge. 4 23.8 23.8-Gravel packing in tubewell cum 80.00 1479.25 118340.00 construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. LUCKNOW-NR-DIVISION-ENGINEERING/NORTHERN RLY 5 23.12 23.12-Development of tube well in Hour 240.00 916.80 220032.00 accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc.,all as per requirement and direction of Engineer-in-charge. 6 23.10.3 23.10.3-Supplying, assembling, lowering Metre 100.00 2082.10 208210.00 and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia having minimum wall thickness 5.40 mm 7 23.11.3 23.11.3-Supplying, assembling, lowering Metre 200.00 2194.85 438970.00 and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.200 mm nominal size dia 8 23.13.3 23.13.3-Providing and fixing suitable size Each 8.00 280.95 2247.60 threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:200 mm nominal size dia . 9 23.14.3 23.14.3-Providing and fixing M.S. clamp of Each 8.00 1827.00 14616.00 required dia to the top of casing/housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.200 mm nominal size dia 10 23.15.3 23.15.3-Providing and fixing Bail plug/ Each 8.00 308.55 2468.40 Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).200 mm nominal size dia LUCKNOW-NR-DIVISION-ENGINEERING/NORTHERN RLY 11 23.1.1.3 23.1.1.3 -Boring/drilling bore well of Metre 110.00 828.85 91173.50 required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in- charge, upto 90 metre depth below ground level.All types of soil 400 mm dia. Total 1252869.50 Schedule Schedule C-All N.S Items are inclusive of GST and all taxes. Item- 01 All NS Items S No. Item Description of Item Unit Qty Rate Amount No

NS-01 : Supplying, collecting & stacking of cum hard stone machine crushed 65mm gauge ballast at site near Railway track, of approved quality as per specification of track ballast IRS-GE-I issued by RDSO with all correction slips within railway land or wherever space is available as directed by engineer in charge as per Northern Railway standard specifications and special tender condition including leveling of ground before stacking, all lead, lift, ascent,descent, crossing of nallah track or any other type of obstruction etc., making approach road, wherever required for this work,including all taxes, royalty, octroi and all other charges, if any, as a complete job. (a)Supply of hard stone machine crushed 65mm gauge ballast

NS-02 : Providing lighting arrangement Hour during night block to be availed between 20.00 Hrs. (night) to 6.00 Hrs. (morning) on hiring basis with contractors generator of minimum 5 KVA capacity 6 halogen lamps of 500 Watt operation and maintenance of generator set & Halogen lamps with his own labour, T&P transportation etc. The payment will be done for only that day when Site Engineer actually required. Standby arrangement has to be ensured by agency for any possible failure as block may be burst on this account only. Provision of watchemen & operator for machinery and equipments to be ensured by agency at site.

NS-03 : Supply, providing,laying & fixing Sqm 5mm thick GCCM (ASTM8364) (flexible concrete impregnated fabric that hardnes when hydrated to form a thin, durable water proof & fire resistance concrete layer within 24hrs) in limited height subways and other required works. NOTE: 1. Contractor shall submit all relevanttest certificates of the material. Mass of unset concrete canvas should be 7.00 kg/Sqm. 2. Rates are include all taxes, royalty, labour, material, transportation & incidential charges etc. LUCKNOW-NR-DIVISION-ENGINEERING/NORTHERN RLY

NS-04 : Design, supplying, cutting, fixing Kg and fabrication Steel Sheet pile of required shape size, thickness, depth and weight confirming to IS-2314 including loading,unloading, leading assembling and driving at site with use of vibro-hammer as directed by site engineer including all labour, material and taxes as a complete job. Note-Work shall be executed as per provisions of Appendix-VII of IRS-B-2001 and provisions contained in chapter 21 of indian Railway unified standard specifications.

NS-05 : Rebate for the sheet piles taken out Kg after completion of mega block and construction of necessary protection wall or Box with all necessary vibro hammers and other T&P

NS-06 : Fixing of nozzles and sockets where Kg heavy leakages are occuring and injecting P. U. Grouting with high intensity P.U. chemicals with the help of high pressure P. U. grouting pumps etc. all complete in good condition. Total 15470796.67