Construction of 4 ROBs (i) 2 lane ROB in lieu of LC- C-28 at KM. 18/1-2 on Jalandhar Cantt - Hoshiarpur section of Firozpur Division ii) 2 lane ROB in lieu of LC-48 at KM. 71.461 on Bathinda - Shri Ganganagar section of Ambala Division (iii)2 lane ROB in lieu of LC-B-20 at KM. 28/0-1 on Bathinda -Sriganganagar section of Ambala Division (iv) 2 lane ROB in lieu of LC-58 at KM.86.541 on Bathinda -Sriganganagar section of Ambala Division (including LHS) of Northern Railway under the Road Safety Projects Unit (RSPU)/NR New Delhi.

D-Non Schedule Item Civil Work 203958489.03 Below/Pa

E-E-(Electrical ) Non Schedule items 11550110.97 Below/Pa

Item Breakup - A-USSOR

Using Soil Class SQ1

Using Soil Class SQ3

Foundation preparation in cutting - 100 Sqm ploughing and pulverizing 15 cm of top of soil with tractor trolley, mixing water to achieve OMC with water sprinkler or allowing for natural drying, as required, and compaction with vibratory roller of suitable capacity to achieve 98% MDD for laying blanketing layer. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY Providing portable fencing along running track where work is to be done in close vicinity of track, maintaining during execution of work and removing after completion of the work as per direction of the Engineer. Fencing shall consist of self supporting steel angles of size 50mm x 50mm x 6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23m x 0.23m x 0.23m placed at c/c distance of 2m along track. 12mm dia rods in three horizontal layers shall be tack welded with angle posts. Note : Released material will be property of the contractor after completion of work. Cost of cement required for CC blocks shall be paid separately.

With provision of one 50mm wide retro- Metre reflective tape in horizontal direction, duly secured/tight with vertical posts.

Shoring with 'Z' section MS sheet piles Sqm side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. Supplying, laying Non-woven Needle Punched and Mechanically or Thermally bonded type Geotextile for use as Separator/Filtration for Railway formation as per RDSO Specification No. RDSO/2018/GE:IRS-0004 - Part I made of Polypropylene / Polyethylene / Polyamide or combination there of having apparent opening size of less than or equal to 85 microns and elongation at failure more than 50% in both directions including transportation labour, lead & lift complete as directed by Engineer in-charge.

Below the ballast and above blanket Sqm layer with minimum strengths in Grab test, Trapezoidal Tear test and Puncture test of 1 7 5 0 N , 800 N and 5800 N respectively.

Supplying composite for use behind abutments, wing walls, return walls and Retaining walls Geocomposite drain (Vertical) as per RDSO Specification No. RDSO/2018/GE:IRS-0006 latest version with all material, labour, equipment, tools and plants, lead, lift etc. complete in all respects as per the direction of Engineer-in-Charge. Total 21878807.60 Item- 2 CH:2 Bridge Work S No. Item No Description of Item Unit Qty Rate Amount Conducting in-situ full size Plate Load Test (PLT) at selected location as per IS:1888 including making loading arrangements & casting of RCC/cast in- situ concrete footing as per codal provisions including excavation and refilling of trial pit.

Plate size 60cm x 60cm NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Conducting in situ Vane shear test for Each soil as per IS:4434

Conducting SCPT for soil as per IS:4968 Each

Conducting DCPT for soil as per IS:4968 Each

Conducting determination of California Each Bearing Ratio as per IS:2720

Taking out 100mm dia. & 450mm long Each undisturbed samples of soil from bore holes, including provision of air tight containers for packing and, labeling incl. transporting the samples to laboratory. Piston sampler shall be used for extracting undisturbed samples where necessary. Samples shall be collected as per IS:2720.

Taking out 100mm dia. & 450mm long Each disturbed samples of soil from bore holes, including provision of air tight containers for packing, labeling and transporting the samples to laboratory. Samples shall be collected as per IS:2720.

Conducting standard penetration test as Each per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge

Collection of water samples at required Each intervals Conducting laboratory Tests on collected soil samples as per relevant IS code

Moisture Content/Dry Density

Atterberg Limits

Specific Gravity

Grain Hydrometer analysis

Direct Shear Test

Natural Density

Consolidation Test

Unconfined Compression Test

Tri-axial Test Conducting Laboratory tests on collected ROCK SAMPLES as per relevant IS code

Water Absorption & Porosity

Unconfined Compression Test

Point Load Test

Modulus of Elasticity

Abrasion Testing

Conducting chemical analysis of ground Each water samples to determine suitability for concreting a n d aggressiveness in relation to attack on concrete / reinforcement including determination of pH value.

Conducting chemical analysis of soil Each samples to determine aggressiveness in relation to attack on concrete / reinforcement including determination of pH value NR-CAO-C-RSP-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.

All kinds of soils Providing and laying in position Plain cement concrete of specified Nominal M i x 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 :

1:1½:3 (1 Cement: 1½ coarse sand cum (zone-III) : 3 graded stone aggregate 20 mm nominal size)

1:2:4 (1 cement : 2 coarse sand (zone- cum III) : 4 graded stone aggregate 20 mm nominal size)

1:3:6 (1 Cement : 3 coarse sand (zone- cum III) : 6 graded stone aggregate 20 mm nominal size)

1:3:6 (1 Cement : 3 coarse sand (zone- cum III): 6 graded stone aggregate 40 mm nominal size).

1:4:8 (1 Cement : 4coarse sand (zone- cum III): 8 graded stone aggregate 40 mm nominal size).

Providing and laying in position machine cum 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. 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 for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. NR-CAO-C-RSP-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. 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 for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Abutment & Pier

Wing wall and Return wall

Abutment cap, Pier Cap, Inspection cum Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc.

Approach slab at formation level, Dirt cum wall/ ballast wall at formation level

Extra for every increase of 1m or part cum thereof in the height above 9.0 m

Providing and laying Plain Cement cum Concrete 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.

Providing and fixing Weep Holes in Metre 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. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles using Hydraulic piling Rig of specified diameter and length below pile cap of specified grade with Design Mix Cement Concrete, using 20mm graded crushed stone aggregate and coarse sand of approved quality, to carry a safe working load not less than specified, concreting by machine batching, machine mixing, scaffolding, using Admixture in approved proportion (as per IS:9103), placing with tremie pipe, chipping off of pile top to remove laitance concrete above cut off level etc., pumping and bailing out water complete in all respect as per approved drawing, specification and direction of the Engineer in charge. N o t e : 1. Payment for only cement, reinforcement shall be made extra. 2. Length of the pile for payment shall be measured up to the bottom of RCC pile Cap. 3. 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.

1200mm diameter

Providing, fabricating and installing MT permanent casing pipe for bored piles for all diameters with specified thickness of steel plate including all labour, materials, tools & complete as per approved drawing & specifications complete in all respect as per the direction of Engineer in charge. Note: Payment shall be made as per the weight of circular plate of casing pipe only. Extra for chiselling in addition to boring of piles, if chiselling is required to be resorted to in hard rock or big stone boulders larger than 30cm, manually or by any other means.

1200mm diameter pile Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer.

Initial load test above 50 ton and up to Each 100 T capacity pile

Initial load test above 100 ton and up to Each 250 T capacity pile

Extra for every increase of 50 ton in pile Each capacity or part thereof over 250 ton

Routine Load Test above 100 ton Each capacity up to 250 ton capacity pile NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY Lateral load testing of single pile in accordance with "IS Code of practice IS:2911 (Part-IV) for determining safe allowable lateral load of pile" with all labour, material, tool & plants, equipment, machinery, etc complete as per drawing and specification as directed by the Engineer.

Piles with lateral load capacity of up to Each 50 ton

Piles with lateral load capacity of above Each 50 ton and up to 100 ton

Pulse Echo Test (PET) for integrity Each testing of piles with contractor's men, materials and machines. The rate includes cost of Inspection of site, preparation of pile head and any other unforeseen cost required for the test, submission of reports in triplicate as per satisfaction of the Engineer in Charge.

Providing and casting machine batched, cum 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.

Providing and applying two coats of coal Sqm 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 :

All types of bridge sub-structures, e.g. Sqm 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

All types of bridge super-structures, e.g. Sqm slabs, I-girders, T-girders, Box girders etc. up to 5m above ground level. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Extra for additional height over item no. Sqm 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. Supply and using Cement at Worksite

Ordinary Portland Cement 43 grade MT approved brands/makes

Ordinary Portland Cement 53 grade of MT 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.

Mild steel bars

Thermo-Mechanically Treated bars of Kg grade Fe-500D or more of approved brands/makes. Total 730374815.67 Item- 3 CH:3 (Concrete Work) S No. Item No Description of Item Unit Qty Rate Amount

Providing and launching in position cum 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 Precast Prestressed (Post-tensioned) Concrete Girder/Box Girders/Slabs in contactor's casting yard in the vicinity of worksite, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings, specifications and direction of the E n g i n e e r. Note: 1. Payment for Shuttering, Cement, Reinforcement, HTS cables, Sheathing, Anchorage Cones, stressing of cables, grouting of the ducts and launching of girder/slab in position shall be made extra under relevant items. However, deduction shall be made in case of slab as per relevant item. 2. For pre-cast item, loading in transport vehicle in casting yard is included and shall not be paid extra. 3. 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. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Providing, fabricating & fixing in position MT to exact design profiles, H.T.S. cables of all classification made from Low Relaxation strands conforming to IS:14268- latest version in Prestressed (Post-tensioned) Concrete girders/slabs etc. including supplying, cutting, making into cables with necessary spacers, colour coding, protecting with water soluble oil at all time, anchoring of cables, supplying and placing spiral corrugated type galvanized metal steel ducts sheathing made up of Cold Rolled Cold Annealed (CRCA) mild steel conforming to IS:513 of required diameter/ thickness, vent pipe, placing, bending, routing, fixing, stressing & grouting of cable ducts with cement grout, Anchorage sets in required number with provision for future prestressing if any including all lead and lift with contractor's own materials, labour, equipments etc. complete as per drawings & specifications. Rate also includes covering anchorage pads with epoxy mortar of approved quality to avoid corrosion. Cement for grouting to be paid separately. Payment shall be made in terms of weight of HTS cables as per drawing.

Extra for using HDPE sheathing in place Metre of CRCA sheathing

Design, manufacturing, supplying and Cubic fixing in position elastomeric bearing Centimetre true to line and level conforming to IS:3400, IS:226, BS-5400 under prestressed concrete girders/ Steel Girders, for Pre-cast as well as cast-in- situ girders as per approved drawing. The rate shall include cost of load test of one no. bearing from Railway approved firms and all fixing materials, equipments, machineries, labour, taxes, loading, unloading, leading, lifting etc. complete. Rates include getting the drawing approved from Railway and cost of inspection during manufacturing from railway approved organization.Note : 1. The rate is for finished item complete and paid only after fixing in position below the girder. 2. The volume shall be as given in the drawing and no deduction shall be made for inserted steel plates etc. Providing and fixing in position of standard preformed sealed and slab type or strip seal elastomeric type expansion joints for Railway bridge or Road Over Bridges as per approved drawings and latest MORTH/IRC specifications complete in all respect as directed by Engineer in-charge.

For 80mm expansion NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all lead & lift, etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading material etc. The load shall be 1.25 times the stipulated design load.

For Span design load up to 100 MT

Extra for every increase of 1 MT or part MT thereof over 100 MT in the span design load capacity up to 800 MT

Casting and installation of single/twin cum RCC 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. 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. 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.

Extra for using GI Drag Sheet, 1.50 mm cum t h i c k , for protection of t r a c k from subsidence while pushing the box as per design over item no. 031120. Note: 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. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Fabrication, insertion and removal of MT rail cluster below the running track to ensure safety of track during box pushing in correct position and alignment with Railway rails and contractors MS flats, wooden blocks, and 12 mm dia bolts etc., as per approved drawing including removing and filling back of ballast below track under traffic conditions of Electrified/Non-Electrified section with all contractors, labour, tools, tackles, consumables plants, and 50MT capacity crane and any other material required for execution of work in all respect with all lead and lift, transportation and as directed by Engineer in-charge. Payment quantity shall be as per the weight of rail in rail cluster used at site or as per approved drawing, whichever is minimum. 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 up to 60 kms.

Up to 5.00 Km Providing and fixing in position GI Drainage Spouts of required length with Grating in RCC slab and filling bitumen along kerb as shown in drawing with contractor's pipes, bitumen, tools, equipment, lead, lifts etc. complete as per specifications and as directed by Engineer in-charge.

100mm dia. Drainage Spouts

Supplying and laying 160mm dia. PVC Metre Pipes Class-I, capable for a pressure of 2.5 kg/sqm in footpath of ROB for laying cable with all contractor's materials labour, tools, plant, machinery, vehicles, consumables, lead, lift etc. complete as per specifications and as directed by Engineer in-charge. Total 103949990.87 Item- 4 CH:4 Bridge Works - Super Structure (Steel) S No. Item No Description of Item Unit Qty Rate Amount NR-CAO-C-RSP-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 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%

Plate Girder/Composite Girder (Steel Work)

Open web Girder

Extra for using steel conforming to MT Grade Designation E350 instead of Grade Designation E250 of Quality "B0" as per IS: 2062

Supplying and fixing HSFG bolts of any Kg dia and any length with suitable nuts including DTI washers conforming to IRS-B1-2001 f o r 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.

On new girder during fabrication NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Providing and fixing railing used in rows Kg for 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.

Supplying and fixing M.S. Angles Kg 65mmx 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 c o l u m n 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.

With Cement Grout. Cost of cement Kg shall be paid extra.

With epoxy concrete grouting.

Supplying, Fabricating and fixing access MT ladders, inspection platforms, Trolley refuges etc., on bridges with structural steel conforming to IS:2062 including welding / bolting, priming painting with one coat of ready mixed paint of Zinc Chromate (IS:104) with DFT of 25-30 microns followed by one coat of Zinc Chrome Red Oxide (IS:2074) with DFT of 25 microns with all material, labour, T&P as a complete job. Note: Painting shall be paid separately under relevant item. Design, supply, fitting and fixing in position true to line and level POT-PTFE bearing of 300MT Capacity, consisting of a metal piston supported by a disc or un reinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, complete assembly to be of cast steel / fabricated structural steel, metal and elastomer elements complete as per IS:2062, IS:1030, AISI:304, AISI:316, IS:6911, BS:3784, IS:3400, IS:226, BS-5400, Bridge Code and as per approved drawing and Technical Specifications. The design of the bearings shall be submitted by the manufacturers / contractor and got approved from Railway before fixing. Test report after inspection of the bearings shall be submitted and got approved before the materials are lifted from the manufacturer premises.

POT-cum -PTFE Bearing (Free end) NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

POT Bearing-Fixed Type

POT-cum -PTFE Guided (L)Bearing

POT-cum -PTFE Guided (T)Bearing Design, supply and fixing 300MT capacity Spherical Bearing in position true to line and level consisting of set of concave and convex mating steel backing plate with a low friction sliding interface, flat sliding elements ,guides and restraining rings; with all components conforming to approved drawing and technical specifications & Bridge Code including grouting of holes for anchor bolts and underside of base plate with approved non-shrink epoxy grout with all material, labour, T&P as a complete job. Note: Sliding surface with PTFE or UHMWPE low friction thermoplastic material and steel for backing plate of Mild steel in accordance to IS:2062 grade-B. Cast steel in accordance with IS 1030 Grade 280-520W. Stain less steel in accordance with AISI 304/316.Low friction thermo -plastic sliding PTFE material either pure polytetrafluroethalyne (PTFE) Or Ultra High Molecular weight Polyethylene (UHMWPE). Austanitic steel is of stainless steel for the sliding interface shall be in accordance with AISI 316L or O2 Cr17 NI12 of IS-6911. The thickness of the stain less steel sheet shall be 3mm minimum. The stainless steel sheet shall be attached to its backing plate either by screwing/riveting or by continuous fillet weld. Hard chromium plated surface shall be entire curved surface of the convex steel plate mating with hard chromium plated concave sliding surface .The thickness of the hard chromium plating shall be at least 100 microns and the final surface roughness of the plated surface shall not exceed 3 microns. Bearing manufacturer shall give the guarantee for satisfactory performance of bearing for period specified.

Spherical Fixed Bearing

Spherical Free Float Bearing

Spherical Slide Guide (L) Bearing

Spherical Slide Guide (T) Bearing

Supply & applying two coats of bitumen Sqm emulsion of Grade RS-1, conforming to IS:8887 on the top surface of concrete deck slab (New bridges) @ 1.70 kg/sqm after cleaning surface with all materials, labour, tools and plants, equipment 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.

50 MT capacity Painting of cleaned plate/composite bridge girders including all scaffolding along with provision of Jhoola / hanging scaffolding ladders etc. where required. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

With two coats of Aluminium paint in Sqm dual containers conforming to IS:2339 with DFT of 15 - 20 Microns for each coat. Launching in position, by any approved method, pre-fabricated Steel Girders, precast PSC girders/slabs, casted at casting bed developed at site, to correct alignment and level over the bed block / pedestal with all required arrangements, complete in all respect.

PSC girders / slabs

Supplying fabricating and erecting MT welded 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 s p e c ifi c a t io n 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 605969327.10 Item- 5 CH:5(Bridge Works-Misc.) S No. Item No Description of Item Unit Qty Rate Amount

Providing and laying Pitching with Stone cum Boulders, weighing not less than 35kg each with voids filled with spalls on slopes, laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item).

Providing and laying Filter Material as cum per RDSO Specifications underneath pitching in slopes complete as per drawing and Technical Specification.

Stenciling of Girders with black / blue Each lettering over yellow background with ready mix paint w.r.t. details of executed inspection, greasing and painting, other details as directed by Engineer in-charge Note: Payment will be per cm height of each letter

Supply and laying of quarry dust cum including consolidation, supply of all materials, 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. NR-CAO-C-RSP-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).

Neat Cement Grout with 20% anti Kg shrinkage compound w.r.t. cement.

Cement Sand Mortar (1:1) Grout with Kg 20% anti-shrinkage compound w.r.t. cement.

Providing and fixing of Drainage Spouts Metre of 110mm UPVC Type A ISI marked (Working pressure 4 kg/sqcm) using suitable clamps and adhesive etc., complete.

Providing and laying of filter media cum 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.

Providing cast in situ bridge number Each plaques as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet coping duly engraving the letter and figures and an arrow indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, painting letters and figures with two coats of black enamel paint on two coats of white background with all labour, tools, cement, paint etc. with all leads and lifts.

Providing cast in-situ plaques for bridge Each foundations details of size 45cmx45cmx5cm in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm deep notch over abutment & piers, engraving the letters & figures with CM 1:3 and finished smooth including painting letters and figures with 2 coats of black enamel and plaque with white enamel with all labour, tools, cement, paint, curing etc. as a complete job. 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).

1200mm dia. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Supplying, spreading and filling coarse cum 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.

Providing Boulder Backing behind wing cum 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.

Dewatering of natural or accumulated HP Hour water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. Total 28191513.46 Item- 6 CHAPTER - 6: Rails, Sleepers and Fittings Renewal S No. Item No Description of Item Unit Qty Rate Amount 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.

For Casual/Scattered Rail Renewal work 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 w e l d i n g and stacking of released material without infringement within 250m as directed by Engineer-in- Charge. Note: Rail drilling and cutting to be paid separately.

For Casual/Scattered Rail Renewal work RM Replacement of any type of sleepers in track with PSC sleepers lying on cess or at Bridge Approaches for casual renewal at isolated locations with all fittings complete to specified gauge & cross level with contractor's tools including packing and dressing of ballast, as directed by Engineer in-charge. Released materials shall be neatly stacked and handed over at specified location within an average lead of 250 m or near either side of Bridge approaches as directed.

Locations other than Ballasted Deck Each Bridge NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY Fixing of fish plates with fish bolts on a joint of all rail sections duly lubricating fish plates/bolts with contractor's grease graphite in running track condition including transportation of fish plates and fish bolts from nearest station / store / level crossing. Note: Rail cutting & drilling to be paid separately.

Fish plates of 6 bolts.

Lubrication of ERCs and its liner contact ERC area by removal of ERCs and Metal / GFN liners in rail panel, cleaning of rust / scale of ERC, Metal / GFN liners & SGCI insert by using wire brush, scrapper / sand emery paper etc supply and application of graphite grease, as prescribed by Railway for under side of liners & corresponding area of rail foot & SGCI insert with ERCs and re-fixing the same as per procedure prescribed in latest edition of IRPWM with contractors grease and all other tools & plants complete and as directed. Note: Each ERC in this item shall constitute 1 ERC and its Liner Contact area. 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.

In-situ situation 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.

Hole of dia. 26.5mm and above Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge :

Rail section of 52Kg and above Total 451572.40 Item- 7 CHAPTER - 8: Deep Screening and Ballast Rlated activities S No. Item No Description of Item Unit Qty Rate Amount Recoupment of ballast in running line with railway's stone ballast from existing stacks available along alignment either on top of cutting or on cess or at toe of bank by head leads or by any other means and spreading to make up deficiency in the required profile with contractor's labour, tools & plants, as directed by Engineer-in- charge. Note: Payment shall be made based on ballast stack measurement.

For average lead up to 50m and lift up cum to 5m

Extra over item no. 082011 for each Each additional average lead of 50m or part thereof when total average lead exceeds 50m, but up to 250m. Note: This item may be used only in exceptional circumstance under prior order on record. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Boxing and profiling of ballast as per TRM procedure prescribed in latest edition of IRPWM including cess dressing on both sides of track. The work will include removing excess ballast from track and putting the same in crib and shoulder by leading to a maximum of 50m including crossing of track, deweeding on ballast section etc and as directed by Engineer-In charge. 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.

When distance of nearest quarry is cum more than 50 km and up to 100 km

When distance of nearest quarry is cum more than 100 km and up to 150 km Total 2131252.00 Item- 8 CHAPTER - 16 : Small Track Machines S No. Item No Description of Item Unit Qty Rate Amount Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment, consumable with all lead & lift etc. complete as directed by Engineer in-charge. Abrasive Rail Cutter will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020)

60 Kg - 110/90 UTS - Outside Track

52 Kg - 90 UTS - Outside Track

60 Kg - 110/90 UTS - On Running Line

52 Kg - 90 UTS- On Running Line Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering with appropriate chamfering tools in all types of rail section with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in- charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991.

On Running Line NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Tamping of track for picking up slacks in Each concrete sleeper track by Hand Held Off Track Tamper (Power Pack Version) with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in- charge. Off-track tamper (Power Pack Version) will be as per RDSO Specification No. TM/SM/OTT/320, dated 28.01.2009. Total 500369.40 Item- 9 CHAPTER-12.0) Activities at Construction sites S No. Item No Description of Item Unit Qty Rate Amount Providing Caution Watchman at a location where caution order is imposed and ensuring to be on continuous vigil and exhibit necessary hand signals to the trains for their passage over caution s p o t . Note: 1) Prescribed protection equipment shall be supplied by Railways and the same shall be returned after work is over. 2) If Contractor fails to post watchman at any time during one day, penalty at double the accepted rates will be levied and 3) The watchman nominated by the contractor will be screened for suitability as per Railway norms.

For one shift ( 12 Hrs)

For Half Shift (4 hours) Total 340158.00 Item- 10 CHAPTER - 13: Maintenance Activities S No. Item No Description of Item Unit Qty Rate Amount Through packing of track, as per procedure prescribed in latest edition of Indian Railways Permanent Way Manual

For PSC sleeper Track with Sleeper TRM Density 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.

For PSC Sleeper

Packing of isolated loose PSC sleepers Sleeper on plain track below the bottom of the sleepers and surrounding through out its length duly opening two galas on either side of the renewed sleepers and packing the sleeper to bring the track to normal speed including gauging, aligning, squaring of sleepers and sectioning of ballast to the required profile with all contractor's labour, tools and plant etc. including all lead and lift and crossing of tracks where ever necessary complete and as directed by the Engineer-in-charge. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY Systemic overhauling of track under traffic as per procedure prescribed in latest edition of IRPWM , including removing the crib ballast in 50mm to 75mm depth below bottom of sleeper and complete shoulder ballast without breaking core under the bottom of sleeper, to recover clean ballast by screening on wire mesh and disposing off the muck including throwing & leveling, if required beyond minimum 5m from the edge of cutting which are up to 3m deep or alternatively carting it up to 50m for disposing it off beyond cutting or platforms away from the track, as directed by Engineer in-charge including cutting & making up the cess and ensuring proper drainage slope and then re-inserting cleaned ballast into track and compaction of shoulder and crib ballast by wooden mallet and dressing / profiling ballast as per railway specifications.

For PSC sleeper Track with Sleeper TRM Density of 1540 sleepers/Km or more De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails and keeping them on rollers provided at every 15 sleepers, working out elongation of rail ends depending on prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: (1) Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. (3) Opening and closing of LC if required will be paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any.

Without Rail tensor

Providing temporary Buffer Rails of fish Set plated joints of 3 pairs, measuring 6.5m each, duly removing rails of the existing track including cutting & drilling of rails as required for isolating LWR/CWR on all types of track structure. Work will be done under traffic block condition. Note: 1.Each set comprises of 3 pairs of rails 6.5 m long only. 2.Only Rails fish plate and fish bolts will be supplied free by Railway within free lead of 250m. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY 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.

One mobile Gang comprising of 15 Gang Day physically fit labours plus 1 Mate. Note: (1) 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 6413655.00 Item- 11 CHAPTER-18.0) Level Crossings S No. Item No Description of Item Unit Qty Rate Amount

Dismantling existing check rail of Level RM Crossing, blocks, bolts & nuts and stacking these in a countable manner near LC, free from any infringements as directed by Engineer in-charge.

Dismantling exiting Rail Height Gauge Each carefully and stacking the released material in countable manner, free from any infringements as directed by Engineer in-Charge including removal of cement concrete foundation and making surface clean.

Dismantling existing lifting barrier along Set with winch assembly and other components like boom, fringes, locking arrangements, pedestal, boom rest, locking rods/wires, pulley stakes, turn out wheels, 'A' base and other materials connected with functioning of lifting barrier, removing engineering indicators on track and level crossing road signages without any damage including demolishing concrete base of existing structures, filling, ramming and levelling the ground disturbed during demolition, clearing debris and stacking all released material in a neat and countable manner and clear of infringements, as directed. Note: Barriers on both sides of level crossing constitute one set. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY Overhauling of level crossing by digging out up to 50mm below sleeper, screening of shoulder & crib ballast, replacing unserviceable sleepers & fastenings as necessary, removal of check rails for examination of running rails and check rails, scrapping of rails and painting running rails and check rails and all fixtures with two coats of coal tar emulsion, greasing of ERCs, MCI inserts and liners oiling all the bolts, correcting cross level, gauge, alignment, surfacing and packing etc., re-fixing check rails duly ensuring standard clearances, re-inserting screened ballast, making good deficient ballast with Railway's ballast from stacks / heaps/borrowing from adjacent length of adjoining track within 50m lead, ramming & levelling road surface and refixing concrete slabs/making motarable road surface as required excluding re surfacing with bitumen as directed by Engineer in-charge.

Level crossings with asphalted road Sqm surface

Fabrication bending/machining and fixing of check rails of all rail sections over PSC Sleepers as per Railway's approved drawings & specifications for level crossings / trolley paths/inspection lines in yards duly cutting rail flanges, wherever required to correct alignment and level, drilling of holes with machine in check rails and fixing to Running rail and sleepers with all Railway's fittings, e.g. rail screws / grip expansion bolts, brackets, packing pieces, bolts, washers etc including grinding of brackets if required, fixing of Railway's wooden blocks at flare ends duly cutting and plaining, crossing of tracks and as directed by the engineer in-charge Note: 1. Drilling of holes in PSC Sleeper and fixing of dowels shall be paid under relevant item. 2. Required P.Way materials will be supplied at SSE/P.Way stores.

Cutting foot of rail by gas or any other RM approved method for check rails and grinding sharp edges into smooth profile. Payment shall be made for length of cutting of foot.

Fixing check rails to running rails on Set level crossings with MS brackets, MS packing plates, bolts & nuts, spring washers etc. including lubrication as per approved drawing & specifications, as directed. Rails, MS brackets, packing plates, bolts & nuts, spring washers will be supplied by Railways. Note: One set consists two check Rails. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Painting of running rails and check rails RM of any rail section of level crossing with anti-corrosive paint on both sides of web, foot etc. including liner contact area (excluding bottom of foot) and fishing plane with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including painting of liners, ERC surface preparation, i.e. cleaning with wire brush / sand paper as a complete job as per Para No 613 (2) (b)(iii) of Indian Railways Permanent Way Manual, as directed by Engineer in- Charge. Painting speed breakers with paint of approved quality & colour over the Bituminous/ Concrete surface near approaches to level crossing.

With enamel paint (two coats)

With luminous paint (two coats)

Dismantling of existing rail fencing, MT fixed adjoining running lines of track, duly excavating and levelling the foundation by hand compaction, removing connections and carting the released material up to a lead of 250m by suitable means and stacking the same, as directed by engineer in- charge. Note: The released materials shall be handed over duly stacking the same in measurable fashion.

Dismantling existing whistle boards Each along with post including demolishing base concrete and levelling of ground, stacking released materials at the level crossing concerned including clearing of debris, with contractor's labour, tools, vehicles, consumables, all lead and lift etc., complete without damage as directed by the Engineer-in-charge. Providing Rail Height Gauge at approaches of level crossings as per approved drawings in cement concrete foundation using Railway's rails of all sections including cutting, bending, drilling holes, erecting in position with clamps, bolts & nuts including painting with one coat of enamel paint of specified colour over one coat of primer. Note: excavation and concrete work will be paid separately.

Above 5 metre width of level crossing Manufacturing, supplying and laying factory made CC block pavers for road surface of level crossings to RDSO Drg. No. M.00003, manufactured using 20mm size graded hard stone aggregates of approved quality over a well compacted sand bedding 50 thick with all contractor's cement, labour, tools/plant and curing with all lead & lift as per specifications and as directed by Engineer in-charge.

120mm thick blocks of M-40 grade for Sqm heavy traffic. Total 2065093.94 Item- 12 CHAPTER-20.0) Supply of P.Way Materials S No. Item No Description of Item Unit Qty Rate Amount NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY Manufacturing, fabricating and supplying retro-reflective Level Crossing Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro- reflective sheeting conforming to type- IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x 25mm x 3mm provided all along the edges of board with theft resistant measures, back side of board shall be with non-peelable weather-proof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

Bilingual Whistle Boards for level Set crossing of size 600mm x 600mm of each board with back support frame welded to vertical post of MS T section of size 75mm x 75mm x 6mm x 3950mm

Speed Breaker / Rumble Strips Board of Set size 900 mm equilateral triangular shape and 600mmx200mm boards with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm

Manned Level Crossing Indicator Board Set of size 900 mm equilateral triangular shape with back support frame welded to vertical post of MS T section of size 80mmx80mmx8mmx3650mm NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro- reflective sheeting conforming to type- IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

Caution 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Speed Indicator Board of equilateral Each triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Termination Indicator Board of Circular Each shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long Total 621967.02 Item- 13 CHAPTER - 21: Miscellaneous Items S No. Item No Description of Item Unit Qty Rate Amount Erection or removal of temporary Engineering Indicator Board or any other board at specified locations without causing infringement to track etc. complete and as directed.

For removal Hiring of machinery for minor miscellaneous works for short duration i n c l u d i n g 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.

JCB Backhoe Loaders 3DX Plus or similar Hour with minimum 1.10 cum bucket capacity

Hydra or similar tyre mounted Pick-n- Hour Carry crane of 12T capacity for misc. works of handling of material

Tractor transportation or other misc. works. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Arranging labour as and when required Day by the Engineer in charge, for various works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge.

Supplying and filling 50 kg size empty Each 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 4793594.90 Item- 14 CHAPTER - 17 : Handling of Materials S No. Item No Description of Item Unit Qty Rate Amount Loading of rails of any section and length up to 1 3 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up to 5 metres.

In Wagon where mechanical handling is MT possible and traffic block is not required or in Truck/trailer. Unloading of rails of any section and length up to 13 metre, in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/trailer including lead up to 50 metre, lift up to 5 metre and stacking in prescribed manner.

From handling is possible and traffic block is not required or in Truck / trailer. Loading of 52kg / 60kg PSC normal line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track with free lead up t o 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.

In Wagon where mechanical handling is MT possible and traffic block is not required or in Truck / trailer Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading.

Lead up to 5 Km

Lead beyond 10 Km and up to 20 km NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items.

Lead up to 5 Km

Lead beyond 10 Km and up to 20 km Unloading of 52kg / 60kg PSC line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 250 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.

From Truck / Trailer Total 189030.40

Item Breakup - B-DSR-21

nominal size derived from natural sources) 4.1.8 1:4:8 (1 Cement : 4 coarse sand (zone- cum 450 6326.05 2846722.5 III) derived from natural sources : 8 2 graded stone aggregate 40 mm nominal size derived from natural sources) Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing 4.2 courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 4.2.2 1:1.5:3 (1 cement : 1.5 coarse sand cum 10 9793.75 97937.5 (zone-III) derived from natural sources :

nominal size derived from natural sources). 4.2.5 1:3:6 (1 cement : 3 coarse sand (zone- cum 20 8843.45 176869 III) derived from natural sources : 6 4 graded stone aggregate 20 mm nominal size derived from natural sources) 4.14S MISCELLANEOUS Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural s o u r c e s , 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 workability without impairing strength; including pumping of concrete to site of laying, 4.20 c u r i n g , carriage for all leads; but excluding the cost of centering, shuttering and finishing 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 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 4.20.1 All works upto plinth level : 4.20.1.4 Concrete of M25 grade with minimum cum 160 8599.5 1375920 5 cement content of 300 kg /cum All works above plinth and upto floor V 4.20.2 level : 4.20.2.4 Concrete of M25 grade with minimum cum 30 10221.85 306655.5 6 cement content of 300 kg /cum Total 5037614.00 NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY Item- 4 Chapter-5 Reinforced Cement Concrete S No. Item No Description of Item Unit Qty Rate Amount 5.0 REINFORCED CEMENT CONCRETE 5.9S FORM WORK Centering and shuttering including 5.9 strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of Sqm 3955 307.95 1217942.25 1 columns, etc. for mass concrete 5.9.2 Walls (any thickness) including attached Sqm 30755 669.55 20592010.25 2 pilasters, butteresses, plinth and string courses etc. 5.9.3 Suspended floors, roofs, landings, Sqm 7000 766.55 5365850 3 balconies and access platform 5.9.5 Lintels, beams, plinth beams, girders, Sqm 2000 608.35 1216700 4 bressumers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Sqm 1600 804.25 1286800 5 Posts and Struts 5.9.7 Stairs, (excluding landings) except Sqm 1000 657.75 657750 6 spiral-staircases Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and 5.11 decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). 5.11.1 Suspended floors, roofs, landing, beams Sqm 7000 319.25 2234750 7 and balconies (Plan area to be measured) 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, 5.22 bending, placing in position and binding all complete upto plinth level. 8 5.22.1 Mild steel and Medium Tensile steel bars Kg 5000 88.95 444750 5.22.6 Thermo-Mechanically Treated bars of Kg 785835 89.65 70450107.75 9 grade Fe-500D or more. Steel reinforcement for R.C.C. work including straightening, cutting, 5.22A bending, placing in position and binding all complete above plinth level. 10 5.22A.1 Mild steel and Medium Tensile steel bars Kg 5000 88.95 444750 5.22A.6 Thermo-Mechanically Treated bars of Kg 325840 89.65 29211556 11 grade Fe-500D or more. 5.23S MISCELLANEOUS 5.27 Providing and filling in position bitumen cum 3 22400.5 67201.5 mix filler of proportion 80 kg. of hot 12 bitumen, 1 kg. of cement and 0.25 cubic metre of coarse sand for expansion joints. 5.33S DESIGN MIX CONCRETE NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY 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 workability without impairing strength; including pumping of concrete to site of laying, 5.33 c u r i n g , 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. 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 cum 1980 8683.8 17193924 13 cement content of 330 kg /cum 5.33.1.2 Concrete of M30 grade with minimum cum 1350 8825.35 11914222.5 14 cement content of 350 kg /cum 5.33.1.3 Concrete of M35 grade with minimum cum 3059 8966.95 27429900.05 15 cement content of 370 kg /cum All works above plinth level upto floor V 5.33.2 level 5.33.2.1 Concrete of M25 grade with minimum cum 630 10306.2 6492906 16 cement content of 330 kg /cum 5.33.2.2 Concrete of M30 grade with minimum cum 70 10477.75 733442.5 17 cement content of 350 kg /cum 5.33.2.3 Concrete of M35 grade with minimum cum 425 10589.35 4500473.75 18 cement content of 370 kg /cum Supplying and applying pre tested and approved water based concrete curing compound to concrete/ masonry 5.41 surface, all as per manufacturer's specification and direction of Engineer- in-charge. 19 5.41.1 Non pigmented wet curing compound Sqm 18375 57.5 1056562.5 Total 202511599.05 Item- 5 Ch-6: MASONRY WORK S No. Item No Description of Item Unit Qty Rate Amount 6.0 MASONRY WORK Brick work with common burnt clay 6.2 modular bricks of class designation 7.5 in foundation and plinth in: 6.2.1 Cement mortar 1:4 (1 cement : 4 coarse cum 710 5746.8 4080228 1 sand) 6.2.2 Cement Mortar 1:6 (1 cement : 6 coarse cum 640 5549.95 3551968 2 sand). Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 6.3 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : 3 6.3.2 With Modular bricks cum 70 7814.65 547025.5 Total 8179221.50 NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY Item- 6 Chapter-10 Steel Works S No. Item No Description of Item Unit Qty Rate Amount 10.0 STEEL WORK 10.1 Structural steel work in single section, Kg 13495 93.05 1255709.75 fixed with or without connecting plate, 1 including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates 10.5 at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.2 Using flats 30x6mm for diagonal braces Sqm 13 4615.15 59996.95 2 and central cross piece Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, 10.16 fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 3 10.16.1 Hot finished welded type tubes Kg 33390 154.9 5172111 10.18 Providing and fixing circular/ Hexagonal Each 4 185.2 740.8 cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for 4 proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing. 10.20 Providing and fixing bolts including nuts Kg 840 140.15 117726 5 and washers complete. Steel work welded in built up sections/ framed work, including cutting, hoisting, 10.25 fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, Kg 32500 142.3 4624750 6 railings, brackets, gates and similar works 10.28 Providing and fixing stainless steel ( Kg 2800 612.25 1714300 Grade 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 accessories & stainless steel dash 7 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.). Total 12945334.50 Item- 7 Chapter-12 Roofing S No. Item No Description of Item Unit Qty Rate Amount 12.0 ROOFING 12.1S SHEET ROOFING NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel 12.1 primer and two coats of approved paint on overlapping of sheets complete (up to 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. 12.1.2 0.80 mm thick with zinc coating not less Sqm 1395 1135.45 1583952.75 1 than 275 gm/sqm Painting top of roofs with bitumen of approved quality @ 17kg per 10 sqm impregnated with a coat of coarse sand 12.15 at 60 cudm per 10 sqm, including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete : 12.15.1 With residual type petroleum bitumen Sqm 1050 133.15 139807.5 2 of grade VG -10 10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and 12.16 gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: 12.16.1 With common burnt clay F.P.S.(non Sqm 75 905.8 67935 3 modular) brick tile of class designation 10 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and 12.21 down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : 4 12.21.1 In 75x75 mm deep chase Metre 60 260.2 15612 12.22 Making khurras 45x45 cm with average Each 4 266.6 1066.4 minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m 5 x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12.40 12 mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately): Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, 12.41 including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 6 12.41.2 110 mm diameter Metre 20 319.75 6395 NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 12.42 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 12.42.1 Coupler 7 12.42.1.2 110 mm Each 8 119.95 959.6 12.42.5 Bend 87.5 degrees 8 12.42.5.2 110 mm bend Each 4 132 528 12.42.6 Shoe (Plain) 9 12.42.6.2 110 mm Shoe Each 4 115.95 463.8 Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood 12.43 plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 10 12.43.2 110 mm Each 24 309.5 7428 12.44 Providing and fixing to the inlet mouth Each 4 47.9 191.6 of rain water pipe cast iron grating 15 11 cm diameter and weighing not less than 440 grams. Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating 12.47 minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 12 12.47.2 2 mm thick flat Sqm 1720 1048.5 1803420 Total 3627759.65 Item- 8 Chapter-13 Finishing S No. Item No Description of Item Unit Qty Rate Amount 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 1 13.1.1 1:4 (1 cement: 4 fine sand) Sqm 200 294.85 58970 2 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 1400 282 394800 13.4S CEMENT PLASTER (IN COARSE SAND) 13.4 12 mm cement plaster of mix : 3 13.4.2 1:6 (1 cement: 6 coarse sand) Sqm 100 294.35 29435 CEMENT PLASTER WITH A FLOATING 13.7S COAT OF NEAT CEMENT Cement plaster 1:3 (1 cement: 3 coarse 13.9 sand) finished with a floating coat of neat cement. 4 13.9.2 20 mm cement plaster Sqm 300 507.85 152355 13.16S 6MM CEMENT PLASTER 13.16 6 mm cement plaster of mix : NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY 5 13.16.1 1:3 (1 cement : 3 fine sand) Sqm 3500 253.05 885675 6 13.18 Neat cement punning. Sqm 3500 67.8 237300 13.37S INTERIOR FINISHING White washing with lime to give an even 13.37 shade : 7 13.37.1 New work (three or more coats) Sqm 450 32.45 14602.5 Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of 13.42 approved manufacturer, of required shade and colour complete, as per manufacturer's specification. 8 13.42.1 Two or more coats on new work Sqm 300 92.75 27825 Applying one coat of water thinnable 13.43 cement primer of approved brand and manufacture on wall surface : 9 13.43.1 Water thinnable cement primer Sqm 5000 64.45 322250 13.44S EXTERIOR FINISHING Finishing walls with water proofing 13.44 cement paint of required shade : 13.44.1 New work (Two or more coats applied @ Sqm 5000 97.6 488000 10 3.84 kg/10 sqm) 13.50 Applying priming coat: 13.50.3 With ready mixed red oxide zinc Sqm 1800 55.5 99900 chromate primer of approved brand and 11 manufacture on steel galvanised iron/ steel works 13.50.4 With ready mixed red oxide zinc Sqm 700 29.75 20825 chromate primer of approved brand and 12 manufacture on steel work (second coat) Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's 13.52 specifications including appropriate priming coat, preparation of surface, etc. complete. 13 13.52.1 On steel work Sqm 1600 201.7 322720 Painting with synthetic enamel paint of 13.61 approved brand and manufacture to give an even shade : 14 13.61.1 Two or more coats on new work Sqm 500 131.45 65725 Painting with synthetic enamel paint of 13.62 approved brand and manufacture of required colour to give an even shade : 13.62.1 Two or more coats on new work over an Sqm 300 191.4 57420 under coat of suitable shade with 15 ordinary paint of approved brand and manufacture Painting with aluminium paint of 13.63 approved brand and manufacture to give an even shade . 16 13.63.1 Two or more coats on new work Sqm 300 121.45 36435 Applying priming coats with primer of approved brand and manufacture, 13.85 having low VOC (Volatile Organic Compound ) content. White washing with lime to give an even 13.87 shade : 17 13.87.1 Old work (two or more coats) Sqm 1000 19 19000 Total 3233237.50 Item- 9 Chapter-15:Dismantling & Demolishing S No. Item No Description of Item Unit Qty Rate Amount 15.0 DISMANTLING AND DEMOLISHING NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY Demolishing cement concrete manually/ by mechanical means including disposal 15.2 of 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 305 2007.1 612165.5 1 equivalent design mix) 15.3 Demolishing R.C.C. work manually/ by cum 105 2928.1 307450.5 mechanical means including stacking of 2 steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. 15.4 Demolishing R.B. work manually/ by cum 1500 2619.45 3929175 mechanical means including stacking of 3 steel 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 serviceable material and disposal of 15.7 unserviceable material within 50 metres lead as per direction of Engineer-in- charge. 4 15.7.4 In cement mortar cum 315 1698.45 535011.75 15.19 Dismantling steel work manually/ by Kg 6500 3.2 20800 mechanical means in built up sections 5 without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge. Dismantling manually/ by mechanical means including stacking of serviceable 15.43 material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : 6 15.43.2 bituminous road Sqm 4000 353.65 1414600 Total 6819202.75 Item- 10 Chapter-16:Road Works S No. Item No Description of Item Unit Qty Rate Amount 16.0 ROAD WORK 16.1S ROADS 16.1 Preparation and consolidation of sub Sqm 33010 180.5 5958305 grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing 1 to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. 16.2 Extra for compaction of earth work in cum 15580 20.55 320169 embankment under optimum moisture 2 conditions to give at least 95% of the maximum dry density (proctor density). 16.9 Scarifying metalled (water-bound) road Sqm 16535 27.55 455539.25 surface including disposal of rubbish, lead upto 50 m and consolidation of the 3 aggregate received from scarifying with power road roller of 8 to 10 tonne capacity. 16.30S PREMIX CARPET Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically 16.30 operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : 4 16.30.1 On W.B.M. @ 0.75 Kg / sqm Sqm 34810 45.2 1573412 5 16.30.2 On bituminous surface @ 0.50 Kg / sqm Sqm 48110 36.6 1760826 NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure 16.31 distributer including preparing the surface & cleaning with mechanical broom. Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 16.37 approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). 6 16.37.1 25 mm thick Sqm 2200 726.95 1599290 7 16.37.2 40 mm thick Sqm 36485 1163.1 42435703.5 16.40S SEAL COAT 16.40 Providing and laying seal coat of Sqm 23360 79.85 1865296 premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen 8 of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete. 16.42S CONCRETE PAVEMENTS Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion 16.46 joints in roads / pavements all complete as per direction of the Engineer-in- Charge. 16.46.1 per cm 283105 7.5 2123287.5 depth per Using grade 'A' sealing compound 9 cm width conforming to IS: 1834. per metre length 16.47S PAINTING AREA/RUNWAY MARKING Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS : 164, on 16.48 bituminous surface in white/yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign material etc. complete. 10 16.48.1 New work (Two or more coats) Sqm 1515 239.95 363524.25 16.49S MISCELLANEOUS NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY 16.50 Providing and fixing Glow studs of size Each 4920 175.5 863460 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/-5) degress to 11 base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor 16.54 to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 16.54.1 50 to 100 mm average compacted cum 2890 10013.3 28938437 thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total 12 mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor 16.57 to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in- Charge. 16.57.1 40/50 mm compacted thickness with cum 1565 10870.75 17012723.75 bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and 13 lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY Manufacturing, supplying and fixing retro reflective sign boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi- lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM-D-4956- 01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 16.59 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete as per drawing , specification and direction of Engineer-in-charge. 16.59.1 Mandatory/ Regulatory sign boards of Each 38 5745.95 218346.1

of 3750 mm 16.59.2 Cautionary /warning sign boards of Each 38 4209.2 159949.6 equilateral triangular shape having each 15 side of 900 mm with support length of 3650 mm 16.62 Providing and applying 2.5 mm thick Sqm 1965 623.8 1225767 road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane 16 tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. 16.65 Providing and fixing post delineators Each 960 781.4 750144 made of ABS round body fitted with 2 nos 100 mm dia high reflective 17 reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY 16.69 Providing and laying at or near ground cum 660 8613.55 5684943 level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp 18 curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in 16.78 uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I cum 7200 2658.1 19138320 19 (size range 75 mm to 0.075 mm) having CBR Value-30 16.79 Providing, laying, spreading and cum 8030 2803.65 22513309.5 compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, 20 laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY 16.81 Providing and erecting 2.00 metre high Metre 2060 2827.4 5824444 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 shall 21 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. 16.93 Providing and placing in position 100 Sqm 6125 2617.15 16030043.75 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c 22 on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. Total 176815240.20 Item- 11 Ch-9: Wood & PVC Work S No. Item No Description of Item Unit Qty Rate Amount 9.0 WOOD AND P.V.C. WORK 9.40S MISCELLANEOUS-WOOD WORK Providing and fixing M.S. grills of required pattern in frames of windows 9.48 etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 1 9.48.1 Fixed to steel windows by welding Kg 550 181 99550 NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY Total 99550.00 Item- 12 Ch-11: Flooring S No. Item No Description of Item Unit Qty Rate Amount 11.0 FLOORING Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat 11.3 of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size Sqm 200 545 109000 1 stone aggregate Total 109000.00 Item- 13 Chapter - 19 Drainage S No. Item No Description of Item Unit Qty Rate Amount 19.0 DRAINAGE Extra for depth beyond 45 cm of brick 19.31 masonry chamber : Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick 19.32 honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design. 19.32.1 With common burnt clay F.P.S. (non Each 2 28029.15 56058.3 1 modular) bricks of class designation 7.5 Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff 19.35 mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 2 19.35.1 450 mm dia RCC pipes. Metre 100 2385.5 238550 Total 294608.30 Item- 14 Chapter 23 : Rain Water harvesting and tubewells S No. Item No Description of Item Unit Qty Rate Amount RAIN WATER HARVESTING & 23.0 TUBEWELLS Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and 23.1 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. 23.1.1 All types of soil 1 23.1.1.1 300 mm dia Metre 168 592.05 99464.4 Boring/drilling bore well of 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, 23.2 including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to 23.3 IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 2 23.3.3 200 mm nominal size dia Metre 48 951.95 45693.6 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 23.4 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 3 23.4.3 200 mm nominal size dia Metre 120 1099.25 131910 23.5 Supplying, filling, spreading & leveling cum 30 1302.3 39069 stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required 4 thickness, for all leads & lifts, all complete as per direction of Engineer- in-charge. 23.6 Supplying, filling, spreading & leveling cum 30 1309 39270 gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer 5 of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. 23.7 Supplying, filling, spreading & leveling cum 50 1309 65450 coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required 6 thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ 23.13 casing pipe, removable as per requirement, all complete for borewell of: 7 23.13.3 200 mm dia Each 4 280.95 1123.8 Providing and fixing M.S. clamp of required dia to the top of casing/ 23.14 housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 8 23.14.3 200 mm clamp Each 4 1827 7308 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of 23.15 pipe assembly of tubewell as per IS:2800 (part I). 9 23.15.3 200 mm dia Each 4 308.55 1234.2 Total 430523.00 Item- 15 CH - 14: Repair TO Building S No. Item No Description of Item Unit Qty Rate Amount 14.0 REPAIRS TO BUILDING 14.75AS ROUTINE MAINTENANCE WORK 14.93 Providing round the clock security guard Job 1200 1077.3 1292760 without gun for watch & ward of Government premises and its all belongings by deploying neatly dressed 1 security guards in 8 hour's shift including necessary T&P like torch, lathi and uniform etc.complete,as per the direction of Engineer-in-charge. (One job means 8 hour's duty). Total 1292760.00 NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Item Breakup - C-Horticulture work

stacks will be reduced by 20% for payment). Supplying a n d stacking a t s i t e dump manure from approved source, including 2.4 carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) : 2.4.1 Screened through sieve of I.S. cum 1500 254.15 381225 2 designation 20 mm 2.4.2 Screened through sieve of I.S. cum 1500 290.7 436050 3 designation 16 mm 2.4.3 Screened through sieve of I.S. cum 3000 319.9 959700 4 designation 4.75 mm 2.8 Spreading of sludge, dump manure cum 1500 52.35 78525 and/or good earth in required thickness 5 as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately). 2.34 Providing & laying Selection no. 1 doob Sqm 30000 87.5 2625000 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and then rolling 6 the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of 2.57 unserveiceable material's as per direction of officer in charge (excluding cost of plant & water) 7 2.57.1 Trees Plant Each 3000 7.3 21900 8 2.57.2 Shrubs Plant Each 3000 3.65 10950 Total 6060150.00

Item Breakup - D-Non Schedule Item Civil Work

"Providing and laying in position cum reinforced cement concrete ofM35/M40 grade cast in situ as per approved plan and mixdesign with coarse sand and stone aggregate of 20mm anddown gauge in Deck Slab of any span as per drawing instraight/skew in - situ for all heights and depths includingdesign & provision of all temporary staging arrangement,centering, scaffolding & shuttering etc. including compaction ofconcrete by electrical/mechanical vibrator, providing and usingadmixture in recommended proportion as per IS 456, IRC-112,IS-9103 & concrete bridge code applicable as per approved mixdesign meeting the conditions of maximumcement content,minimum water cement ratio and slump as specified in specialconditions produced by RMC plant/automaticcomputerized/electronic batching plant and placed usingconcrete pump including designing of concrete mix, finishingthe exposed surface of concrete, curing of concrete as requiredin IRC-112, including all lead by transit mixer (crossing ofstream, nallahs, railway tracks, level crossings or any otherobstruction such as traffic jam etc.), lift, pumping, ascend,descend, loading, unloading, handling, rehandling of material atall height including all incidental works, fixing of ducts or anyfixer etc wastages if any, cost of all safety works and safetyprecautions with all labour, arrangements for cold weather andhot weather concreting as applicable, taxes and royalty etc. asa complete job as per specifications and directions of engineerin charge. Nothing extra will be paid on any account. The ratewill also include cost of OPC cement, admixture (plasticizer,super plasticizer, or retarder etc.) as per approved mix design. "Note- Payment of reinforcement steel including cutting,straightening, hooking, bending, binding, placing and keepingand maintaining in position including cost of binding wirearranged by contractor and will be made separately underrelevant items of USOR-2021). NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Supplying providing welding of Stud Kg Shear connecter of size 25x200mm (minimum yield Kg stress of 385 N/Sqmm, a minimum tensile strength of 495 N/Sqmm and a minimum elongation of 15% prior to the cold formation of the head) by stud arc welding method with fange of steel girder as per designed parameters. The studs and the surface to which the studs are welded shall be free from scale and rust, metal spray, grease, oil, paint or other material which would efect the quality of the weld. Stud shear connectors shall conform property class SD1 of BS EN ISO 13918-2008 and shall be subjected to the Ring test & Bend I as per EN 5400-6 Rate include transporting the material at all height including fixtures. back up supports, accessories, including loading, unloading, lift and taxes complete. Trained personnel shall carryout the welding of Stud shear connector Guide lines as per IRS B-1 (latest version) BS EN ISO 13918 2008 & BS-5400 to be followed. Summary of BS EN ISO 13918 2008 provisions have been enclosed as special specifications.

"Dismantling RCC, CC, brick work, stone cum work, tiling, hard rock and asphalted Road in cement/Lime etc. (which can be dismantled manually or by mechanical means) and removal/disposal of dismantled material/ malba outside Railway land as directed by Engineer in- charge at all height/depth irrespective of any lead, lift, loading, unloading, handling, re- handling. ascents. descents, crossing of nallah, stream, track, level crossing or any other obstructions with all labour material, tools, plants and machinery etc. as a complete job. Note:-1. All released materials will be the property of contractor (Except Rails) 2. Dumping area shall be arranged by the contractor at his own cost."

Rebate for cutting, felling of trees of any Each 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 rates shall include felling, grabbing and removal of all roots. stem branches etc. from the Railway boundary.

Rebate shelter steel columns, truss, purlins, runner, angle, gutter, fencing etc. The structure dismantalling section in built up section, angles, flats, tee. channels, T- section, steel door frames, steel window and other structural steel etc. The rate including all labour, leading & disposal of the released material. The dismantalling work shall be executed without disturbing the existing structure & ensure proper safety precautons at site during the dismantling & leading the released material all dismantled / released material will be properly of the contracter. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Providing and laying 150mm dia Each drainage spout with grating as per approved drawing Each including bends & other fitting as per technical specification and direction of Engineer- in- Charge as complete job. Work will be executed as per Indian Railway Unified Standard Specifications.

Providing and fixing 150mm dia (B) Metre class G.I. rain water pipe including the cost of all Mtr fittings, welding, clamps etc. with all labour and material as a complete job.

Deduct from NS-1 (Deck slab item) for cum not providing centering scaffolding & shuttering etc. in deck Slab

"Maintenance of existing track, affected Man-Days during construction. Scope of work includes lowering.sieving, through packing of track to keep the track parameters within permissible limit Days as per IRPWM during running traffic condition. It involves removal of ballast/ earth cutting required for lowering of track from time to time during pushing of box, putting back the ballast/ earth for repacking, maintaining the guage level & alignment by jacks and packing continously during box pushing operation, pre& post. The track parameters will be kept within permissible limit during day and night in all respect and the safe running of train will be ensured and also ensuring safety of labourers. The rate includes the cost of all labour, T&P etc. as a complete job. "

Description: Designing, providing and Sqm layin in position of M35 grade precast concrete facia panel with form liner finish (minimum 180 mm thick ) for Reinforced Earth Wall using 43/53 grade OPC including TMT Fe 500 D reinforcement bars, excavating to the required depth, providing "leveling pad" using M15 grade cement concrete with nominal reinforcement if required as per design

Deduction rate for providing and laying Sqm Geo Strip (Synthetic) reinforcement with all connecting arrangements instead of High adherence Gla vanised Steel strips and galvanised tie strips connectors I Reinforced Earth Wall over NS item

Supplying and fixing on self supported Sqm arch shaped mechanically seemed trussed precoated galvalume steel roofing system such as rollex & as similar as approved by engineer in charge made of superior qui=AMTO struvite grade steel, heaving 350MPA yield strength, precoated galvalume sheet as par ASTM A792 MB off base thickness 0.80mm Supplying and fixing on self supported arch shaped mechanically seemed trussed precoated galvalume steel roofing system such as rollex & as similar as approved byengineer in charge made of superior qui=AMTO struvite grade steel, heaving 350MPA yield strength, precoated galvalume sheet as par ASTM A792 MB off base thickness 0.80mm NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY (Tolerance+/-0.02mm) with minimum coated mass as per Az150. Total coasted thickness 0.875mm roofing should be designed as par ASCE-7 -20 International building code 2002. The analysis shall be cried out span & center arch-rice in considering the required live load, wind load, land load and the seismic factor. The roof panel formation shall be done as per the required length curvature using hydraulic profile machine to give it in the trapezoidal shape in required curvature. In this process the width in of the sheet reduced from 615 mm to 300 mm(Tolerance +/0.02m).The roof panel shall be lifted using the stable crane and using as preader bar and sling evenly placed to ensure that no distortion of the panel during lifting and placing. The crane shall hold support the panel till the alignment is done and complete using a plumb and water tube and bolted into beam. These curved panels interlocking formation and are crammed together using mechanical steaming machine, which imposes a load of approximately 5 Tonnes to ensure the seaming of required rigidity. After seeming a clear epoxy lacquer is applied on the inner side of the panel and in 15 cm with to from a protective layer between and concrete beam. This panel are installed over excising water proof concrete-gutter - beam bavelled edges to receive (support) curved pane; Beam shall design for arch reaction the vertical loads. Plaster shall not be applied on the beam. Schmidt hammer test of the concrete should be carried out before erection to ensure that anchor bolt can be surely fixed on support. In case the steel structure, steel runner plate of 6 mm, thickness and G.I sheet gutter is of suitable size shall be provided for installation of panels. Anchor bolt of required size with GI washer and neoprene washer shall be provided as per design. after installation of panel trapezoidal voids are created between gutter beam and panels which should Covered by a flashing fabricated or brick masonry which is to be paid separately. Area of this roof shall be measured along the periphery of hem-top between end to end of panels. Edge and valley shall not be taken into consideration for measuring length transverse to periphery. The rate includes supplying, fixing, loading unloading, hire charges of all plants machineries, anchors, fasteners, waters, bolts, epoxy paint and all wastage etc. complete. The rate indoles supplying sand fixing of accessories and fixtures like hangers/clamps of installation of lighting/fixtures/utility/duct as per requirements. This item shall be executed only by the agency, which has all require manufacturing machineries and necessary expertise. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Providing and fixing 50mm dia medium Metre class M.S. pipe for CHUM test of piles including threading, water proofing jointing, lowering, placing and fixing in position, welding of M.S. plates at ends as a complete Job. (Payment of M.S. plates will be made under relevant USSOR item).

Supplying and fixing in position 50 mm Each dia END CAP including cost of all labour, materials, taxes etc complete item.

"Carrying out Cross Hole Ultrasonic Numbers Measurement (CHUM) as per ASTM D6760 on pile foundation with upto 4 tubes depth upto 45 m"

Carrying out Ground Penetrating Radar Numbers (GPR) Testing for Rebar detailing

Carrying out CAPO Test (Cut And Pull Numbers Out Test) and Lok Test as per ASTM C- 900 for estimation of in-situ Compressive strength of RCC structure.

Carrying out Impulse Response Test as Numbers per ASTMC-1740 for quick screening to find Defects (RCC/Masonry Structure)

Carrying out Impact Echo Test as per Numbers ASTM C 1383 of integrity and thickness of RCC/Load bearing structure. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Providing and laying in position cum reinforced cement concrete ofM35 grade cast in situ as per approved plan and mix designwith coarse sand and stone aggregate of 20mm and downgauge in anti-crash barrier, road kerb/ beams/ railing cast insitu, RCC in foot path for all heights and depths includingcompaction of concrete by electrical/mechanical vibrator,providing and using admixture in recommended proportion asper IS 456, IRC-112, IS- 9103 & concrete bridge code applicableas per approved mix design meeting the conditions ofmaximum cement content, minimum water cement ratio andslump as specified in special conditions produced by RMCplant/automatic computerized/electronic batching plant andplaced using concrete pump including designing of concretemix, finishing the exposed surface of concrete, curing ofconcrete as required in IRC-112, including all lead by transitmixer (crossing of stream, nallahs, railway tracks, levelcrossings or any other obstruction such as traffic jam etc.), lift,pumping, ascend, descend, loading, unloading, handling, rehandling of material at all height including all incidentalworks, fixing of ducts or any fixer etc wastages if any, cost of allsafety works and safety precautions with all labour,arrangements for cold weather and hot weather concreting asapplicable, taxes and royalty etc. as a complete job as perspecifications and directions of engineer in charge. Nothingextra will be paid on any account. The rate will also include costof OPC cement, admixture (plasticizer, super plasticizer, orretarder etc.) as per approved mix design. " "Note-Payment ofreinforcement steel including cutting, straightening, hooking,bending, binding, placing and keeping and maintaining inposition including cost of binding wire and shuttering arrangedby contractor and will be made separately under relevant itemsof USOR-2021).

Providing Sacrificial Shuttering for Deck Metre Slab made up of galvanised cold rolled cold annealed (CRCA) sheet pf 300 MPA grade with all contractors materials, labour, erection, fixing, welding, etc. complete with all lead and lift and all safety precautions. Raye in inclusive of structural design of sacrificial shuttering by the contractor with their own cost.

Carrying out Sonic Intergrity Testing as Numbers per ASTM D5882 on Pile foundation. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Complete item rate for supply and Sqm installation of View Cutter with polycarbonate multi-layered system, a complete assembly of extruded multilayer UV protected polycarbonate panels, co-extruded both side UV protected polycarbonate panel system of min 16 mm thick panel. Width of panel shall be maximum for bigger spans and minimal junctions for better performance. Panels shall be fixed with all fixing accessories to ensure best performance for wind uplift, vibration, oil canning and visual appearance. Panels shall be performing for View Cutter application and shall also behave differently in night and day time for the traffic enabling distinct visibility from distance. Panels shall be solo opaque in nature with transparent body and opaque reflective layers inside the panels to create visible distinction to perform as a view cutter. Panels have to be fixed on Purlins with snap on special Aluminium connectors with grip lock locking mechanism and will be secured on MS structure (MS Structure will be paid Separately) with self-drilling screws through 32mm x 32mm double tooth locking aluminium connectors of 6063 T6 grade holding the standing seam offering best stability having a pull-out load of min. 7000N (7KN) tested as per ISO 6892:1998 and IS 1608: 2005. For best stability impact strength and live load capabilities, panels shall have minimum six layers in truss bridge design. Panels shall be manufactured with vertical standing seam with double tooth locking mechanism at both sides of the panel with a width not less than 900 mm.

Ground Penetration Radar Survey Sqm (GPRS): GPR Survey at proposed/in progress work sites of ROBs/RUBs/LHS etc at different locations in the jurisdiction of CAO/C/RSP to locate and identify all existing underground utilities/buried objects including boulders, pipelines, sewers, conduits, cables, drains, manholes, appurtenances etc. in the proposed corridor along with location, depth and dimensional details of utilities. Report and drawings incorporating all collected data and proposed shifted alignment shall be submitted as per scope of work and direction of the Engineer-in-charge. Scale of drawing shall be Planimetry (X Axis 1:1000, Y Axis 1:100), Longitudinal Section (Z Axis 1:100)and Transverse Section at critical location. Deliverables: Drawings & Data - Utility maps existing and proposed shifting in formats such as PDF and AutoCAD shall be furnished (Making of GPR drawing as PDF & AutoCAD format). Note: - Details shall be taken up to a depth of 8m or so as decided by the Railway Engineer. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Conducting Geotechnical Investigation Each as per Scope of work, Special Conditions of Contract and relevant IS codes for a depth of 40m complete in all respect (Unit to be read as each bore hole). The work shall include: - (i) Geotechnical investigation report covering full ROB (Viaduct portion and both Approaches). (ii) Submission of results of tests in a proper tabular form as per relevant IS codes along with detailed Report in six copies. (iii) For open foundation, net allowable bearing capacity, for pile foundations, safe design load carrying capacity and safe uplift capacity of pile foundation. (iv) Report of suitability of type of foundation will be submitted by the Contractor with Justification for adoption of pile foundation will be part of Geotechnical report. Note: 1) If borehole is terminated in less than 40m depth in soil with the approval of EIC, Payment will be made pro-rata basis. 2) Wherever hard rock is encountered depth of borehole shall be restricted 5m in hard rock. In that case payment shall be made for complete rate as quoted in the item and no pro-rata payment shall be made.

Carrying out detailed structural design Each of ROB as per scope of work including following components of ROB based on soil report & load test, and as per approved profile sketch / GA plan. 1. Foundation 2. Pier 3. Pier cap 4. Super structure 5. Bearings. The design shall be done on the basis / Suitable, MOST/IRC loading and item include modification, alteration & correction as per requirement of Railway and proof checking by IIT / IISC / RITES. The item also includes detailed methodology for launching including type, capacity & location of Crain etc. Mode of Payment 1. On submission of drawings A. Foundation = 10% B. Pier = 5% C. Pier Cap = 10% D. Super structure = 10% E. Bearings = 5% F. Launching Methodology = 5% 2. After approval of drawings A. Foundation = 10% B. Pier = 5% C. Pier Cap = 10% D. Superstructure = 10% E. Bearings = 5% F. Launching Methodology = 5% 3. Balance 10% after submission any other detail such as FOB, RCC Box, Retaining/Retun walls, approach slab etc. if required by railway. (Unit to be read as each ROB). Total 203958489.03

Item Breakup - E-E-(Electrical ) Non Schedule items

Supply & erection of 9mtrs high hot Numbers dipgalvanized Octagonal polewith top 70 mm aroundface bottom 155mmaround face made of3mm thick steel baseplate size260X260X16mm completewith appropriate sleeve atthe top of pole forfollowing mountingoverhang 1M arm bracketand tilt of 15 Degree /round bracket, suitable foundation and foundationGI nut bolt with washerand smart pack junctionbox with single pole MCBand terminals

Supply and erection of9 Mtr height hot Numbers dipgalvanized octagonalpoles with 130 mmbottom dia & 70 mmtop dia made up of 3mm thick HT sheetalong with base plateof size 200 x 200 x 16mm thick. Supply of 4nos of M20 X 600 mmlong "J" type EN 8grade foundation boltsalong with commontemplate. Supply of1000 mm long hot dipgalvanized double armstandard bracket type.Bracket made up of40NB dia GI pipe thicksuitable to mount onpole having top 70 mmdia. Supply of bakelitesheet with 1 no. of 6ADP MCB with neutrallink and stud typeconnector suitable for4C X 16/25 Sq.mm.Cable as directed bythe Engineer - In-charge. (Make: Bajaj /Crompton/Transrail) (Inclusive of GST)Note: This quoted rateincludes provision ofRCC pole foundation

"Supply and fixing (Erection) of LED Numbers street light 150W with follow spec: System wattage 150W, Luminous flux 18000 Luminous efficacy above 100 Im/W. Correlated color temperature 5665 + 355K Colour rendering index >70, Maintenance lumen output 50000hrs. Operating temp-10Cto50C; Input volt 140Vto270V. Input frequency 50Hz, System current 240VAC 0.65A; Power factor>0.95 THD the date of commisioning"

Wiring for light points with supply and Metre laying of FRLS PVC insulated multistranded copper conductor cable 1100 Volt 1x1.5 Sq.mm multi stranded confirming to IS-694 latest in the existing PVC pipe.

Wiring for sub-main with 2x2.5 Sq mm Metre FRLS PVC insulated multistranded copper conductor s/core cable in the recessed PVC conduit pipe 25 mm dia as required at site.

Wiring for sub-main with 2x4.0 Sq.mm Metre FRLS PVC insulated multistranded copper conductor s/core cable in the recessed PVC conduit pipe 25 mm dia as required at site.

Supply and recessing/fixing of 25mm Metre (Medium) PVC conduit pipe conforming to IS 9537/Pt.III/1983 or Latest Version with accessories,junction box, etc including making chase, plastering/clamping etc as per technical specifications. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Earthing arrangement by providing Numbers earth electrode of GI pipe 50 mm dia (B class) 4.5 meter long with flange including 6 SWG GI earth wire from earth pipe to connecting point on switch board to distribution board/pole etc. as per site requirement including masonry enclosure as per Tech specification at annexure 'A' relevant ISS & IE rules and site requirements. A suitable CI/MS/RCC cover as approved by Rly . Representative, cover with locking arrangement shall be provided.

Supply & recessing/fixing on surface 6 Metre SWG GI wire for loop earthing as required as mentioned in explanatory note.

Supply, laying and connection with GI Metre Strip GI 25x5 mm (galvanized) conforming to relevant IS and as per IS 3043/1987 (or Latest Version) 300mm deep in ground/recessing in flooras required.

Transportation, underground/road/Railway track, recessing in platform /wall along with Rly. Track/in laid RCC/GI pipe as required 1.1 KV grade LT XLPE insulated armoured, aluminium conductor cable including making chase & plastering after laying of cable/digging of cable trench, sand cushioning, protective covering with second class bricks, provision of cable route marker as per Tech. Specification including end terminations with Aluminium Clamping socket/lugs, testing and commissioning of Upto 25 sq.mm

Transportation, underground/road/Railway track, recessing in platform /wall along with Rly. Track/in laid RCC/GI pipe as required 1.1 KV grade LT XLPE insulated armoured, aluminium conductor cable including making chase & plastering after laying of cable/digging of cable trench, sand cushioning, protective covering with second class bricks, provision of cable route marker as per Tech. Specification including end terminations with Aluminium Clamping socket/lugs, testing and commissioning of Above 25 sq.mm

Supply, commissioning of the following Double door wall mounted Pre-fabricated L.T. Distribution Boards of approved make, as per explanatory note & comprising; (i) Incoming MCCB 4Pole 63 A 35 KA B/C - 1 No. (ii). Outgoing MCB 6 to 32 A. SP 10 KA B/C (4 Nos. On each Phase) - 12 Nos.

Supply, commissioning of the following Double door wall mounted Pre-fabricated L.T. Distribution Boards of approved make, as per explanatory note & comprising; (i) Incoming MCB 40 A DP 10 KA B/C - 1 No. (ii) Outgoing MCB 6 to 32 A. SP 10 KA B/C - 4 Nos. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Design, Supply, fixing, testing and Numbers commissioning of outdoor type feeder pillar panel having IP-65 protection (MCCB - Incoming & MCCB - Outgoing) comprising with the following MCCB's fixed in it of make Havells, Siemens, L&T, Schneider, Legrand or equivalent conforming to IEC 60947-2 / IS 13947: 2008 & IS 8623:2008 or latest with digital measuring instrument & bus-bar arrangement and conforming to PCEE/NR's spec. No. PCEE/NR/126- Elect/PS/2019 at Tech Spec-I attached or latest and as per IS, IE rules and site requirement. a) 4P MCCB 250Amps 36kA with adjustable thermal & fixed magnetic release = 01 No. (Incoming) b) 4P MCCB 200Amps 36kA with adjustable thermal & fixed magnetic release = 01 No. (Outgoing) c) 4P MCCB 63Amps 36 kA with adjustable thermal & fixed magnetic release = 03 Nos. (Outgoing)

Design, manufacturing of floor mounted Numbers MS feeder post made of MS sheet 16 SWG Die pressed of size 550mm x 450mm x 275mm deep complete with Aluminium bus bars four Nos. having cable glands 2 Nos. duly grouted with cement concrete ratio 1:2:4 duly earthed with earthing terminals.

Supply & erection of 103 mm Inner dia Metre Double Walled Corrugated pipe in ground under Railway track/road as required and as per explanatory note..

Provision of Supply and Laying HDPE Metre pipe 140 mm inner dia and 160 mm outer dia through trenchless method under Railway track/road/Platform etc Conforming to LATEST version of IS 4984

Provision of cutting & removing of all Numbers type pole including dismantling of foundation & pole to be deposited in SSE/P store.

Design, erection, testing and commissioning of astronomical timer switch along with TPN 63 Amps and associated accessories as per detail (a) Astronomical time switch model SEL- 170 tiop of Indo Asian or equivalent MDS, Legrand, Siemens, L&T, ABB, AEG (b) 65 Amps TP contactor model No. LBF 650 A or equivalent of L&T, Siemens, ABB, AEG (c) TPN MCB 63 Amps (d) Accessories like wiring, locks, hinges, gaskets, nuts & bolts etc. (e) MS fabrication box 2 mm CRCA sheet size 17"x12"x6" powder coated to 50 micron thickness. Total 11550110.97

Item Breakup - G-(TRD ) Non Schedule items

Preparation of drawing as per RDSO Track design for Over Head Equipment metre

Supply of Concrete for foundation and cum plinth in other than hard & rocky soil

Erection of Concrete for foundation and cum plinth in other than hard & rocky soil NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Supply of galvanized steel fabricated MT masts / other supporting structure

Erection of galvanized steel fabricated MT masts / other supporting structure

Supply of fabricated and galvanized MT steel work (SPS) other than mast with necessary components

Erection of fabricated and galvanized MT steel work (SPS) other than mast with necessary components

Supply of Single (without insulator)

Erection of Single bracket assembly

Supply of Stay and bracket tube Set Porcelain type insulators (CD 1050mm) for single bracket assembly

Erection of insulators for single bracket Set assembly

Supply of OHE with complete fitting (For Track Conventional type) without Contact & metre Catenary Wires as per explanatory Notes

Erection of OHE with complete fitting Track (For Conventional type) without Contact metre & Catenary Wires as per explanatory Notes

Supply of copper jumper wire

Erection of copper jumper wire

Supply of Guy Rod Assembly

Erection of Guy Rod Assembly

Supply of 9-Tonne Porcelain insulator Numbers (CD 1050mm)

Erection of 9-Tonne insulator

Supply of regulating equipment 3 pulley Numbers type ATD with counter weight

Erection of regulating equipment pulley type ATD with counter weight

Supply of single earth electrode with Numbers earth pit complete as per RDSO Drg No. ETI / OHE / P / 7020 or latest

Erection of single earth electrode with Numbers earth pit complete as per RDSO Drg No. ETI / OHE / P / 7020 or latest

Manufacturing Reflective type structure Number plate as per RDSO drg. No.ETI / OHE / P / 7503 or latest along with all fixing arrangement.

Erection / Fixing of Retro Reflective type Numbers structure Number plate as per RDSO drg. No.ETI / OHE / P / 7503 or latest along with all fixing arrangement.

Supply of material without insulators for Numbers termination of OHE conductor

Erection of material for termination of Numbers OHE conductor

Supply of Structure Bonds

Erection of Structure Bonds

Supply of Transverse (cross rail, inter- Numbers track, Z & special type) bonds

Erection of Transverse (cross rail, inter- Numbers track, Z & special type) bonds

Supply of Longitudinal bonds

Erection of Longitudinal bonds

Supply of earth bus

Erection of earth bus NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Erection of Contact Wire only after Kilometre dismentling of Catenary wire under FOB (Overline structure)

Supply of Contact wire Ending Clamp

Supply of Catenary wire Ending Clamp

Supply of electrolytic Copper drawn Dropper wire 5mm dia

Erection of electrolytic Copper Hard Kg drawn Dropper wire 5mm dia

Dismentling assembly

Dismentling assembly

Dismantling of Bracket Assembly

Cutting and structure

Dismantling of Guy Rod Assembly

Dismantling of fabricated steel other MT than mast

Raising / Restoration of OHE height as Each Span per OHE profile by Change of incumbrance / Re-droppering of span

Dismantling of Three Puley type ATD & Numbers termination

Dismantling of 9-Tonne insulator

Slewing of OHE (including Restoration of Each Span OHE)

Supply of various types 25KV caution Numbers Board / Plates as per explanatory Notes

Erection of various types 25KV caution Numbers Boards / plates as per explanatory Notes

Supply of various types of 25KV Danger Numbers Boards / plates as per explanatory notes

Erection of various types of 25KV Numbers Danger Boards / plates as per explanatory notes

Handling, Transportation charges for Railway supply material from different Railway sites and released material from different Railway sites, if any to concerned TRD Depot

Supply and erection of "Caution live Numbers wire" Board size 400x270x 2mm with supply of fixing matenal (Clamp, back flat strip & fasteners)

Supply and erection of "Caution Numbers clearance to OHE nearby restricted" Board size 450 * 270x 2mm with supply of fixing material (Clamp, back flat strip & fasteners)

Supply and erection of "Protective Area" Numbers Board size 12 ^ prime prime *18^ prime prime with supply of fixing material (Clamp, back flat strip & fasteners)

Re-painting on existing OHE structures Sqm with water proof yellow enameled paint as per explanatory notes (Rate included material & erection)

Re-writing on existing OHE structures as Sqm per explanatory notes (Rate included material & erection).

Dismantling of copper jumper NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Erection of galvanized steel fabricated MT masts / other supporting structure(@ 100% Extra on erection rates for work done under Power Block:

Erection of fabricated and galvanized MT steel work (SPS) other than mast with necessary components(@ 100% Extra on erection rates for work done under Power Block:

Erection of Single bracket assembly (@ Numbers 100% Extra on erection rates for work done under Power Block:

Erection of insulators for single bracket Set assembly(@ 100% Extra on erection rates for work done under Power Block:

Erection of OHE with complete fitting Track (For Conventional type) without Contact metre & Catenary Wires as per explanatory Notes(@ 100% Extra on erection rates for work done under Power Block:

Erection of copper jumper wire(@ 100% Numbers Extra on erection rates for work done under Power Block:

Erection of Guy Rod Assembly(@ 100% Numbers Extra on erection rates for work done under Power Block:

Erection of 9-Tonne insulator (@ 100% Numbers Extra on erection rates for work done under Power Block:

Erection of regulating equipment 3 Numbers pulley type ATD with counter weight(@ 100% Extra on erection rates for work done under Power Block:

Erection of material for termination of Numbers OHE conductor(@ 100% Extra on erection rates for work done under Power Block:

Erection of Contact Wire only after Kilometre dismentling of Catenary wire under FOB (Overline structure)(@ 100% Extra on erection rates for work done under Power Block:

Erection of electrolytic Copper Hard Kg drawn Dropper wire 5mm dia(@ 100% Extra on erection rates for work done under Power Block:

Dismentling assembly (@ 100% Extra on erection rates for work done under Power Block:

Dismentling & removal of Anchor Numbers assembly (@ 100% Extra on erection rates for work done under Power Block:

Dismantling of Bracket Assembly(@ Numbers 100% Extra on erection rates for work done under Power Block:

Cutting and removal of existing Numbers structure(@ 100% Extra on erection rates for work done under Power Block:

Dismantling of Guy Rod Assembly(@ Numbers 100% Extra on erection rates for work done under Power Block:

Dismantling of fabricated steel other MT than mast(@ 100% Extra on erection rates for work done under Power Block:

Dismantling of copper jumper(@ 100% Numbers Extra on erection rates for work done under Power Block: NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Raising / Restoration of OHE height as Each Span per OHE profile by Change of incumbrance / Re-droppering of span(@ 100% Extra on erection rates for work done under Power Block:

Dismantling of Three Puley type ATD & Numbers termination(@ 100% Extra on erection rates for work done under Power Block:

Dismantling of 9-Tonne insulator(@ Numbers 100% Extra on erection rates for work done under Power Block:

Dismentling of Anticreep(@ 100% Extra Numbers on erection rates for work done under Power Block:

Slewing of OHE (including Restoration of Each Span OHE) (@ 100% Extra on erection rates for work done under Power Block:

Erection of galvanized steel fabricated MT masts / other supporting structure(@ 50% Extra for steel erection work done manually under Power Block:

Erection of fabricated and galvanized MT steel work (SPS) other than mast with necessary components(@ 50% Extra for steel erection work done manually under Power Block: Total 4092593.82

Item Breakup - H-S & T Non-Schedule Items

Laying cables of different sizes as per approved Drg. no. NR/S&T/CON/1.1/97C or latest and as per cable route plan approved by the railways and meggering of cable before and after its laying of all types of outdoor cables.

Supply of terminal block 25mm center Numbers M-6 (ARA terminals) as per IRS spec. No.IRS-S-75/2006 (Rev.2) & IRS drawing No. SA-23741A(Alt.4), SA-23745(Alt.5), SA-23746 & SA-23756(Alt.3).

Termination of all cores of all types of Numbers main outdoor cables after its laying on both ends and providing number ferrule on each core under supervision of Railway representative. This also includes preparation of test report for core to core and core to earth on prescribed Performa for each core of the cable separately. This also includes dressing and lacing of cables on both ends. Performa for testing and material for lacing to be supplied by the contractor. Termination of both end of core will be counted as one. Inspection: By Consignee

Excavating and refilling of trench in Metre Normal Soil to the level of ground with rammed earth as per drg. No. (NR/S&T/CON/1.1/97-A) so as not to form a drain 0.3 Mtrs. Wide & 1Mtr. Deep on both side of the station alongside the track. It shall conform to the safe distance as per signalling and cable route plan in all type of soil, It also includes clearance of routes of trees & bushes. Lesser depth due to site condition shall be paid proportionately only after taking permission from atleast JAG officer NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Boring & Trenchless cabling along with Metre supply and insertion of HDPE pipe of PE 80 PN 8 grade of 90mm dia with min. 6.7mm and max. 7.6mm wall thickness as per IS 4984:2016 in the bore for the laying of signalling/ Telecom/Power cables under the track/ road. (cable lying is covered separately) HDPE pipe is to be supplied by the contractor. Inspection by Consignee.

Supply, testing and laying of 2nd class Numbers well burnt 'B' class bricks in trench breadthwise over the top of cable throught i.e. 8 bricks in one-meter over whole of the cables. Bricks shall be got staked and got inspected by Rly. Representative before laying.

Supply of single app. Case steel RE with Numbers 'E type lock and key ward no. 42 and handle as Drg. sketch no RE/S&T/ALD/SK/219/82 and 221/82 with Alt. A per No. & 221/82 with Alt. B

Casting, concreting and curing of Numbers foundation and erection of single apparatus cases of size (1160mmX760mm at surface and 650 mm deep as per approved drawing no. NR/S&T/Con./2.7/97. A layer of 3mm of Bitumin compound has to be provided between foundation and location box to prevent ingress of water in the base of location box. All material such as cement, coarse, sand, aggregate & anchor bolts shall be supplied by the contractor. Appartus case single will be supplied by railway. Contractor is required to execute all type of repair works of foundation if required during inserting the cable for termination. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Preparation of App. Case single not Numbers involving wiring of relays: Preparation & fixing of bakelite hylum sheet 910x800x6mm and Backelite shelf 900x450x25mm duly fixed by angle iron piece of different size inside all the app. Cases. Hylum board shall be fixed on an angle iron frame of 25mmx25mmx3mm. Angle iron frame will be fixed in location boxes secured by nuts and bolts. This includes fixing of fuses, ARA terminal, fixing and jamming of cables with 2 inch thick salwood plank provided at the bottom. This will include opening, pasting and jamming armour of each cable in the hole drilled separately for each cable through the salwood plank and all cable entry points on location boxes, location huts, JBs relay room/battery room to be closed with suitable masonry Works covered with sand and plastering Wiring description for terminal drawing of circuits, inside app. Case. Painting from out side as well inside with red oxide and aluminum paint is covered separately. Size of lettering will be 100mm or as per instructions of Engineer at site. All materials including Backelite shelf, hylum board, salwood plank, wire and wiring material, deteriorating type HRC fuses with bases, catenary wires, nuts and bolts and other items shall be supplied by the contractor and shall be as per the RDSO specn.(as applicable). ARA terminals only shall be supplied by the Railways

Supply and installation of earth Job electrodes as per std. practice. The item includes digging of pit in earth, 3 Mtrs. deep and fixing earth electrode pipe. Casting of cement concrete enclosures as per drg. No. (NR/S&T/CON/6.4/97). The soil treatment shall be done as per std. practice. The item includes provn. of mild steel flat of size 35mm x 6mm (as per IRSEM) and nut bolted connection of MS flat with earth electrode. The other end of mild steel flat to be connected to block instrument, cable sheath of power equipment, signal base, apparatus case, CT rack /relay racks, other equipments as per the instruction of Engr. at site & IRSEM. Earthing connection location to location shall be done through cable which shall be provided by Railway. Complete materials such as earth electrodes of B class GI Pipe of 50 mm dia 3.6 mm thickness as per SEM Drg. No. 19-D6, cement, wiring material, nut bolt for connection & mild steel flat of size 35mm x 6mm or 210 sqm as per SEM etc. to be supplied by the contractor NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

"Dismantling of lifting barrier/ gate Job leaves complete set along with winch, wire rope, boom locking arrangements. All dismantled material to be transported and stacked in the store of Dy CMM/JUDW store depot or SSE/Sig/Store or any other store of northem railway as per consignee. Note: Before dismantling joint survey is to be done with the site engr. and report to be submitted to the site engr. (1 Job= 1 LC)"

Dismantling and releasing of location Job boxes which includes all S&T fittings of electrical and mechanical, releasing of termination boards, relays, terminals, batteriies, track feed chargers and other associated fittings installed therein complete with fittings. All dismantelled matterial to be transported and stack in the store of SSE/Sig or DY.CMM/JUDW store depot at JUDW or any other store of northern railway. As per consignee Note: Before dismantling joint survey is to be done with the site engineer and report to be submitted to the site engr. (1 Job= 1 Location Box)

Transportation of signaling materials by MT/Km road as per the instructions of the railway representative at the site. The work also includes loading and unloading the materials. Transportation more than 100 Km. Inspection by consignee.

"Supply and installation of optical fiber Numbers cable joint enclosure as per TEC spec No. GR/OJC-02/01/March 99 with latest amendment and splicing of optical fiber cables(24 Fibers and testing),. This includes provision of joint pit (RCC/Prefabricated) as per instructions of Railway Engineer's Representative at site. Inspection by-Consignee"

Fabrication, supply and fixing of Numbers concrete cable marker as per IRSEM drg. No. 15-D1. The marker shall be fixed at various places of cable route as per instruction of Eng. at site.

Supply of HDPE duct 40/33 mm as per Metre RDSO/SPN/TC/45/2013 Rev.2.0 with latest amendments as available. For each KM of HDPE DUCT following items are to be supplied a) End plugs-2no b) Cable sealing plugs-2 no. Plastic couples slip fit/push fit b type-2 no d) End plugs to be provided along with drum-2 nos.Inspection By-RITES

Laying of HDPE duct as per approved Metre cable route plan in the exavated trenches/other protected work/RCC channel etc. including all accessories like end caps, collars, bends, couplers etc. The ends of the duct to be sealed with end plugs till OFC blowing is done. Important: The layingof OFC cable indepedently or along with Quad cable/PIJF cable in same trench shall be governed by the RDSO drawings No.RDSO/TCDO/ COP-6 (a) and RDSO/TCDO/COP-8 (a) respectively issued vide Chapter XIII of The Telecom Manual. Inspection By-Site Engineer. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Blowing of OFC Cable in HDPE duct by Metre mechanical system as per instruction of Railway engineer's representative at site. Inspection by-Site Engineer

Supply & provision of straight through Numbers joints thermo shrink jointing kit with the help of thermo shrink jointing kit as per specifications, drawings and stipulations of tender documents and as per approved cable route plan at various locations for 06Quad/04 Quad cable. Jointing kits to be supplied as per RDSO specification IRS:TC 77-2012 (Rev.-3) or latest amendments. Inspection by Consignee for supply portion.

Dismantling and releasing single signal Numbers post which includes dismantling of signal fittings electrical and mechanical both wheel of sorts, Gl pipe pullies, pully stakes wire run from cabin to signal posts etc.All dismantelled matterial to be transported and stack in the store of SSE/Sig or Dy.CMM/JUDW store depot at JUDW/ site supervisoror any other store of northern railway as per consignee. Note:-Before dismantling joint survey is to be done with the site engineer and report to be submitted to the site engr. 1 Job= 1 Signal

Supply of 3/4 Aspect colour light signal Numbers unit complete without holders, lamps, lenses and signals transformers, as per RDSO Drg. No SA 23002 A/M (Adv), Alt-9 or latest,SA-23001 A/M (Adv), Alt-9 or latest respectively, spec. IRS-S-26/64 or latest. Inspection by RITES

Supply of colour light signal post 4.6m Numbers and ladder 4.5M long with bases (S- 2011/M) and plateform as per IRS specification No IRS-S-6/81, Rev-3 or latest

Casting, concreting and curing of Numbers foundation for main signal of size (1041mm X 1041mm) at bottom and (711mm X 711mm) at top and 1750mm deep as per Drg. no. NR/S&T/CON./2 1/97 all material such as anchor bolts, cement, sand aggregate to be supplied by contractor. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Fixing of CLS surface base, bolting on Numbers the foundation. Erection of CLS post with signal unit on the top or on an off- set bracket and fitting ladder and guard to the post at the top Concreting ladder base and embedded into the ground with supporting bracket in the middle, blanking of the ladder for a distance of 1 feet between the height 6'9" and 7'9" from the rail level by MS angle and MS sheet 6mm thick wherever required. This includes provision of wooden (SAL) cross arm 1 mtr x 1 mtr for CLS unit prior to the commissioning, fixing of LED aspect, current regulator and hoods of CLS unit, terminating cables, wiring the CLS unit and focusing the signal. Elevation & distance of foundation from track shall be in accordance with schedule of dimension for Indian Railways and as per NR practice. All items for the above works except Signal unit, LED signal, Signal post, Base and Ladder shall be supplied by the contractor including but not limited to the following (i) "U" bolt for offset brackets (1) Wooden cross arm 1 mtr x 1 mtr., () MS angle and MS sheet for blanking of ladder (iv) Supply and fixing of signal number plate (Retro reflective) with complete fittings as per standerd railway practice. (v) Wire mesh guard, lock for unit if required, nuts, bolts etc for the following: (b) Installation, erection, wiring of 3/4 aspect color light signal.

Modification in existing EI system as per Each Job latest TAN, it includes: Design and modification in existing interface and interlocking circuit of EI system, including modification in VDU, CCIP, MT, Data logger,EI, Relay rack complete wiring conforming to RDSO Specification, as per technical requirement & tentative approved signalling plan / diagrams. Required hardware will be provided by railways except the wiring, material (i.e. connectors, interconnecting cable / wires, fuses etc.). The work includes supply of modified ST/LT, interface and logic circuit, CCIP/VDU diagram etc. to suit the approved interlocking plan. It also includes modification in data logger/MT, carrying out FAT, SAT jointly with railways and satisfactory commissioning of the modified EI with full complements as per approved IP and Nothern railway practices. All Plans and wiring diagrams shall be prepared on AUTOCAD and supplied in both soft copy and hard copies (6 sets). (i) Alteration involving modification at GDB station in connection with closure of LC- B20 of BTI-SGNR section of Ambala Division. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Design Manufacturing & supply of Set electrically operated Lifting Barrier 110V DC as per requirement (as per RDSO spec ROSO SPA 208 2012 ver 20 or latest ) complete set along with pedestal driving and driven mechanism, booms length as per site requiremem up to 976 intr (approx 10Mtr). balancing weight, boom support and motorized boom locking arrangement, circuit controllers, operating panel, road warning bell, hand generator & crank handle for emergency

"Foundation, Installation, testing & Job commissioning of Electric lifting barner complete with panel, motor.booms. weights warning bells hooters etc & Ley chain interlocking along with electric lever locks includes casting of foundation for gate machines, installation & wiring of hooters to make the system as per approved diagrams plans & as per instruction of site engineer This includes fixing of E Type lock, both liftung barriers along with boom locking arrangements This also"

Supply of electric fuse complete with Numbers fuse block made of PBT for Railway signaling as per IRS-S-75/2006 Rev 2 or latest, fuses non-deteriorating type low voltage, to suit Specn. No. IRS: S-78/92 or latest, 2 Amp/ 4Amp/ 16Amp/600mA fuses in ratio of 60:20:10:10. Fuse block shall be suitable for round head type fuses.

PVC wire 16x0.2 sqmm

Supply & installation of SLB

Supply of CLS Sgnal post 3.6 M and Numbers ladder 3.5 M with bases and platform as per RDSO spec.No.IRS-S-6/81 or latest.

Fixing Installation, eraction, wiring of 3 Numbers Aspect color light signal

Supply of Key lock relay, type TMA 24V Numbers DC with 2F/2B contacts configuration with different wards combination. Details of ward combination will be provided during execution of work.

Supply of QNA1 & QN1 (8F/8B)

Relay plug in type, style AC LED all Numbers aspect AC lamp proving relay.Unit with in built current transformer type slow to release neutral line relay 4F/4B contacts, front & back contacts metal to carbon, shall be suitable for working in series with the 100 V AC, LED signal lamp rated at 15 W confirming to RDSO spec STS/E/Relays/AC Lit LED signal/09- 2002 Amdt 1, BRS:941A, IRS-S-34 & IRS- S-23/88, as applicable. The interlocking code for this unit shall be ABDHK type.

Supply of apparatus case Large with 'E' Numbers type lock and key ward no.42 and handle as per RDSOdrg. No. RDSO/S- 11500 or latest (inspected by RITES). NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Casting, concreting and curing of Numbers foundation and erection of App. Cases (Single) as per drg.No. (NR/S&T/CON/2.8/97). All materials such as cement, sand aggregate and anchor bolts shall be supplied by the contractor. App. Case Half will be supplied by railways. Contractor is required to execute all type of repair works of foundations if required during inserting the cable for termination.

Supply and installation of separate Numbers earth as per rdso specification no. RDSO/SPN/197/ 2014 or latest. basic earthing kit- 1 set consisting of [a] copper bonded steel earth electrode 3.0 mtrs long dia 17 mm with copper bonding thickness of min 250 micron and ul listed and marked-01 nos. [b] earth enhanching compound rdso approved in sealed bags of 10 kgs each- 03 nos [c] copper strip 150 x 25 x 6mm- 02 nos [d] copper bus bar[300 x 25 x 6mm]-01 nos [e] 35 sq.mm. copper cable to connect earth electrode to meeb-15 mtrs approx and all other materials and cables required for installation.

Supply of Spare booms for ELB as per Set RDSO Drg. No. RDSO/S-11600 or latest and RDSO spec no. RDSO/SPN/208/2012 or latest

Wiring of relays in relay room/relay huts Numbers as per approved wiring diagrams. All material required including indoor cables and wires of 1x1, 1 x0.6, 3 /0.29, 16/0.2, 40 x 0.6, 40 x 1, 60 x 0.6, 60 x 1 dia of copper conductor as per NR practice conforming to IRS specifications, resistance and condensers is to be supplied by the contractor. This also includes wiring from CT rack to tag block, tag block to relays & wiring of fuse etc. required in connection with relay room /relay hut wiring and soldering, dressing, bunching, lacing, fixing of relay bases etc. and provision of LED indication of vital relays in relay room and provision of potential free contacts for relays on tag block for data logger as per instruction of site Engineer. This also includes dressing, bunching, lacing and fixing of relay bases. Indoor cable/ wires shall be duly inspected by RDSO.

Installation of KLCR& its box in location Numbers boxes, supply & installation of heavy duty push button, LED indicator on M.S sheet of 4.5 mm thick inside location box for crank handle locking. The wok includes fixing & wiring of magneto telephones, wiring of KLCR, push buttons and termination of tail cables as per instructions of site Engineer. All material except KLCR relay & its box and magneto telephone to be supplied by the contractor. This also includes fixing of wards on point machine.Foundation & installation of location box is covered as separate item of schedule. NR-CAO-C-RSP-ENGINEERING/NORTHERN RLY

Earth work for excavation & refilling cum around location boxes and signals etc. where naccesary including 50M lead and 1.5M lift. The lead is to be measured from center of gravity of location to the centre of filling & lift from main ground level. The earth work should be well rammed including breaking of clods, levelling and dressing etc. as per instructions of site Engr.

General concrete work in cement, cum coarse sand and aggregate ratio 1:3:6 scattered at different places for items not covered in above schedule. Volume of foundation also includes volume of C.I. base, anchor bolts. Coarse sand, aggregate 25mm and cement to be supplied by contractor.

Brick work with well burnt bricks in cum foundations and plinths with cement and sand (ordinary )mixture of 1:4 ratio. All material is to be supplied by the contractor.

Cleaning , Scrapping , Painting and LC Gate lettering of all newly installed and existing gears such as signals, point equipment, track circuit equipment with T.C. no on rail app. Cases JB. TL JBs point rodding cranks, compensators etc. including gate equipment if existing in station section as per the provision of IRSEM. all painting material to be supplied by the contractor. all paints (ISI marked) shall be approved by Railway Engineer prior to painting and certificate to this effect submitted to railway. this item also includes wiring and painting requirment of all indoor and outdoor gears along with making of all circuit nos.near terminal and terminal boards track in app. cases junction boxes relay room. SMs room wiring of relay nomenclature fuse nos. and equipment nomendature as the approved plans and as per provision of IRSEM at way side station. Level crossing gate.

Supply of Master Telephone Unit with Numbers voice logging facility for Electronic LC Gate Telephone System as per Specification No. RDSO /SPN/TC/51/2011 Rev 1.0 or latest

Supply of Gate Telephone (Slave Numbers Telephones) for Electronic LC Gate Telephone System as per Specification No. RDSO /SPN/TC/51/2011

Modification/Alteration circuit, application logic, VDU software and wiring, installation, testing (includingFAT,SAT) and commissioning of existing Electronic Interlocking System (Make: M/s Medha/HITACHI/KYSON) for Interlocked L.C. of LC gates. Total 9986410.43