Construction of New Quarters at Baripada, 04 Nos Open Web Girder Bridges (1 X 30.5 m Span at Br. No. 83), 2 Nos. Composite Girder ROB (Span 36m & 42m) and other miscellaneous works at Buramara Yard under jurisdiction of Dy.CE/Con-II/KGP, S.E.Railway

A-Execution of all works as per schedule 31315061.35 Below/Pa

B-Execution of all works as per schedule 479404937.16 Below/Pa

C-Execution of all works as per schedule 13088368.78 Below/Pa

D-Execution of all works as per schedule 8147243.08 Below/Pa

E-Execution of all works as per schedule 112856600.39 Below/Pa

F-Execution of all works as per schedule 28995365.30 Below/Pa

G-Execution of all works as per schedule 1069652.00 Below/Pa

H-Execution of all works as per schedule 497526.90 Below/Pa

I-Execution of all works as per schedule 3038079.00 Below/Pa

J-Execution of all works as per schedule 6626256.20 Below/Pa

K-Execution of all works as per schedule 2827500.00 Below/Pa

L-Execution of all works as per schedule 6405444.00 Below/Pa

M-Execution of all works as per schedule 937300.00 Below/Pa

N-Execution of all works as per schedule 1481752.23 Below/Pa

O-Execution of all works as per schedule 1207472.00 Below/Pa

P-Execution of all works as per schedule 192635.00 Below/Pa

Item Breakup - A-Execution of all works as per schedule

Using Soil Class SQ2 SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Using Soil Class SQ3 Earthwork in cutting in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, materials, plant & machinery, leading all cut spoils either to make spoil dumps or for filling in embankment with leads within 2 km on either side of edge of the cutting(s) including all lifts, ascent, descent, loading, unloading, bailing & pumping out water, if required, clearance of site and all other works incidental thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest updated correction slips and to the satisfaction of the Engineer- in-Charge. Note: (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked away from toe of embankment. (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. (iii)Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract.

In all conditions and classifications cum of soil except rock

Mechanical blanketing material by using only hard and durable stone crushed in mechanical crusher to different gradations, wet mixing of the same in designed proportion in Pug mill or wet mix plant to have uniform gradation including all incidental transportation, laying over finished formation in uniform layer(s) with motor grader, compaction with suitable vibratory roller to specified density and finishing to correct profile, complete as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest correction slips. Note: This item shall be used only when entire constituent of blanketing material is mechanically manufactured by crushing of hard and durable stone into desired gradation of designed proportion. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY Felling trees of girth (measured at a height of 1.0 m above ground level) including leading and stacking of material within 100m. Note : 1. When stumps are grubbed up in addition, the rates shall be doubled for trees cut and grubbed 2. Payment for grubbing shall only be made where specially ordered. 3. Grubbing shall be ordered only where it is essential to remove the stumps, including the roots, as per specification. 4. Grubbing shall include removal of roots of trees and saplings to a depth of 60cm below ground level or 30 cm below formation level or 15 cm below sub grade level, whichever is lower.

Girth over 30 cm and up to 60 cm Each

Girth over 60 cm and up to 1.5m

Girth over 1.5m up to 3 m Turfing / planting, including all lead & lift and watering as required until properly rooted w i t h . Note: Initially payment of only 40% will be made. Balance 60% will be paid after 3 months of maintenance period, only if the turfing is properly rooted on entire turfed area.

Turfing with sods, 10cm thick and 100 Sqm 20cm square closely laid. 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 Metre retro-reflective tape in horizontal direction, duly secured/tight with vertical posts. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY Provision of barricading with contractor's bamboos / ballies vertical post of 100mm dia. planted at every 2m interval, projecting at least 1.5m above ground level and driven firmly (minimum 0.5m) inside ground and including painting verticals & horizontals with red luminous paints / strips at alternative bay on barricade. Barricades shall be maintained through out the execution of the work and shall be removed in workman like manner on completion of the work only after instruction of Engineer in- Charge. Note: (1) 60% payment shall be made on provision of barricading at work-site and balance 40% payment after removal of barricades. (2) The released bamboos / ballies shall be the property of the Contractor.

With 3 horizontal bamboo / balli RM members of minimum 50mm dia. spaced equally

Driving rails 90R/52 Kg section Metre below average ground level within the slope/toe of embankment including making of nose with contractor's own arrangement complete in all respect Note: Payment will be made as per actual driven length of rail which will be supplied free by Railways at the site of work.

Shoring with 'Z' section MS sheet Sqm piles 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.

On top of subgrade or prepared Sqm subgrade before laying blanketing layer with minimum strengths in Grab test, Trapezoidal Tear test and Puncture test of 700N, 250 N and 1800 N respectively. Total 27510376.31

Item Breakup - B-Execution of all works as per schedule

20m to 30m Exploratory drilling of Boreholes down to required depth, drilling of 150mm diameter boreholes in all type of soils except hard rock and large boulders (boulder core more than 30cm), including refilling, reinstating surface and disposing off surplus material including use of mechanical rigs with power operated winches as well as percussion / chiselling tool for advancing through occasional seams of hard strata to be employed where necessary in River bed area including standing/flowing water with all necessary arrangements except making of platform under water which shall be paid under relevant item of SOR.

20m to 30m Drilling of NX size borehole (75mm dia.) in all types of hard rock and collection of rock core samples from boreholes and preserving in boxes.

20m to 30m 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 30cm x 30cm

Plate size 45cm x 45cm

Plate size 60cm x 60cm SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Taking out 100mm dia. & 450mm Each long 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 Each long 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 Each test as per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge

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

Moisture Content/Dry Density

Atterberg Limits

Specific Gravity

Grain size analysis Hydrometer analysis

Direct Shear Test

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 Each ground 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 Each soil samples to determine aggressiveness in relation to attack on concrete / reinforcement including determination of pH value SER-CONST-HQ-ENGG/SOUTH EASTERN 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

Soft rock (not requiring blasting)

Hard rock (requiring blasting)

Hard rock (blasting prohibited ) Providing and laying in position Plain cement concrete of specified Nominal Mix f o r miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level :

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

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

1:3:6 (1 Cement : 3 coarse sand cum (zone-III) : 6 graded stone aggregate 20 mm nominal size) SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Providing and laying 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 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. 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 Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

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

Extra for every increase of 1m or cum part 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. Boring, providing and installation of bored cast in-situ Reinforced Cement Concrete piles 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, by percussion drilling using Direct Mud Circulation (DMC) or Bailor and Chisel technique by tripod and mechanical Winch machine, 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 and permanent casing pipe (if any ) 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 SER-CONST-HQ-ENGG/SOUTH EASTERN 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, installing permanent casing pipe f o r 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 up to 50 ton Each capacity pile SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

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

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

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

Routine Load Test up to 50 ton Each capacity pile

Routine Load Test above 50 ton Each capacity up to 100 ton capacity pile

Routine Load Test above 100 ton Each capacity up to 250 ton capacity pile 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 Each up to 50 ton

Piles with lateral load capacity of Each above 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. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Providing and casting 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, (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. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. Deduct if Plasticiser has not been used in Design Mix Concrete of any grade as per approved mix design or use of 40mm graded stone aggregate in place of 20mm graded stone aggregate in any grade of concrete. Note: Deduction to be made for quantity of concrete.

Deduction for not using Plasticiser cum in approved proportions (as per IS:9103) for any grade of Design Mix Concrete.

Deduction for using 40mm graded cum stone aggregate in place of 20mm graded stone aggregate in any grade of concrete.

Providing and applying two coats Sqm of coal 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, Sqm e.g. 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 SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

All structures, e.g. slabs, I-girders, T- girders, Box girders etc. up to 5m above ground level.

Extra for additional height over Sqm item no. 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 53 MT grade of 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.

Thermo-Mechanically Treated bars Kg of grade Fe-500D or more of approved brands/makes.

Design, manufacturing, supplying Cubic and fixing in position elastomeric Centimetre bearing 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 SER-CONST-HQ-ENGG/SOUTH EASTERN 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 Each

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

Above 5 km up to 10 km

Above 10 km up to 15 km

Above 15 km up to 20 km

Above 20 km up to 25 km

Above 25 km up to 30 km

Above 30 km up to 35 km

Above 35 km up to 40 km

Above 40 km up to 60 km Loading, transportation of Precast RCC Girders / Slabs / Ballast retainers / Steel Girders etc. from Casting Yard to Site of Work, unloading and stacking at site of work at prescribed location as directed by Engineer-in-Charge above 60 kms.

Above 60 km up to 80 km

Above 80 km up to 100 km

Above 100 km up to 150 km

Above 150 km up to 200 km

Above 200 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.

50mm dia. Drainage Spouts

100mm dia. Drainage Spouts SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Applying Paint three coats on existing bottom surface of deck slab including cleaning surface of dirt, dust & other foreign matter, sand papering, wire brushing as required with all contractor's materials tools, machinery, scaffolding, lead, lifts etc. complete as per specifications and as directed by Engineer in-charge

Supplying and laying 160mm dia. Metre PVC 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. 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 r e f u g e s etc., complete as per a p p r o v e d Q A P and drawings conforming to IRS-B1-2001 and other relevant codes and specifications. Note: 1. Detailed fabrication and erection drawings & launching methodology will be prepared by the contractor and got approved from Railway. 2. The rate is all inclusive including launching in position, complete in all respect except cost of (i) Painting / Metalising; (ii) Bearings & (iii) HSFG bolts which shall be paid extra under relevant item. 3. The payment shall be made on the theoretical weight of main components and gusset plates o n l y. 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)

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

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

structures with contractors labour, tools and plants and lead and lift etc., complete. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY Assembling and erection of fabricated Steel girders on bearings at site with crane/derrick / any other approved means at site on sub structure with labour, equipment, T&P including site bolting with all temporary arrangements, scaffolding etc. with contractors design and scheme for longitudinal launching/side slewing (not requiring traffic block) approved by Railway. Rate includes drifts, service bolts, Holding down bolts etc. as per drawings. Note: Payment for HSFG bolts used if any will be made separately under relevant item.

Plate Girder/Semi Through Girder MT /Composite Girder more than 12.2 m span

Open web Girder 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

Providing and fixing railing used in Kg rows 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. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Supplying, Fabricating and fixing MT access 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) Each

POT Bearing-Fixed Type

POT-cum -PTFE Guided (L)Bearing Each

POT-cum -PTFE Guided (T)Bearing Each SER-CONST-HQ-ENGG/SOUTH EASTERN RLY Design, supply, fitting and fixing in position true to line and level POT-PTFE bearing of 100 MT 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) Each

POT Bearing-Fixed Type

POT-cum -PTFE Guided (L)Bearing Each

POT-cum -PTFE Guided (T)Bearing Each Providing road crane of specified lifting capacity with specified jib length revolving type for material handling, assembly & erection of girders/slab/RCC Box etc.

300 MT capacity

Extra for increase in road crane Day capacity over Item 041209 for every additional 1 MT capacity or part there of

Supplying of stone boulders cum weighing not less than 35 kg each at specified bridge locations.

Manufacture Galvanized Wire Net Trungers made from 4mm galvanised steel wire @ 32 kg/10sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100mm x 100mm.

Providing and laying Pitching with cum Stone Boulders, weighing not less than 35kg each with voids filled with cement sand mortar 1:4 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). Rate is excluding cost of cement which shall be paid extra under relevant item. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

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

Providing and laying 300mm thick cum (average) Dry Stone flooring with boulders of not less than 35kg each in weight, hand packed with surface levelled off to the correct section with hammer dressing as necessary on the ground including filling the gaps with quarry spalls and ordinary sand complete including cost of supply of all materials, labour, lead, lift, tools, plants, crossing of tracks and the like as per drawing and technical specification as directed by Engineer in charge.

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.

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

Providing weep holes by making Metre suitable opening or drilling in existing Brick Masonry / Plain / Reinforced Concrete abutment, wing wall/return wall with 110 mm dia UPVC pipe (working pressure 4kg/sqcm) extending through the full width of the structure complete and repairing the same with cement mortar 1:2 (1 cement : 2 coarse sand). Rate is excluding the cost of cement which shall be paid extra.

Providing and fixing of Drainage Metre Spouts of 110mm UPVC Type A ISI marked (Working pressure 4 kg/sqcm) using suitable clamps and adhesive etc., complete. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Providing and laying of filter cum media 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.

Painting the HFL mark and Danger Each level mark, year of HFL on bridge abutments and piers with ready mixed paint as per standard in two coats over one coat of primer with all materials, labour, tools, scaffolding, all lead and lift etc. including writing complete.

Providing cast in situ bridge Each number 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 Each bridge 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).

600mm dia. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Supplying, spreading and filling cum coarse 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 cum wing 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 accumulated water from any location. Payment to be done for Horse power of pump multiplied by pumping hours. Designing and developing Detailed structural and working Drawings for following items for ROB/RUB/Bridge based on Railway's approved GADs, duly collecting necessary data from Railways and R&B authorities, duly designing members and submission of check plot duly getting proof-checked by Railway approved institutes, submitting for Railway's verification and approval, making corrections duly incorporating suggestions in drawings/designs, further submission of original in transparent film paper and soft copy (CD) for Railways approval etc. with contractor's technical expertise and instruments, labour, consumables, repeatedly attending till final approval etc., complete as directed by Engineer in-charge.

Open / Pile / Well Foundation for Set piers/abutments

Foundation and sub-structure for Set RCC retaining wall, abutment and approach slab SER-CONST-HQ-ENGG/SOUTH EASTERN 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. 133 022011(022020) Extra over item nos. 022011 to cum 3465.00 41.13 142515.45 022014 for executing the work under water and/or liquid mud to compensate all additional arrangements including pumping out water as required. Note: The extra percentage rate is applicable only for the quantity of work executed under water. [RATE = 20%] Total 453810050.32

Item Breakup - C-Execution of all works as per schedule

More than 40 m long rail panel 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 Through Rail Renewal work SER-CONST-HQ-ENGG/SOUTH EASTERN RLY Insertion of rails of all types & length in track, laid on any type & density of sleeper to the specified gauge under traffic block. Rates include fastening of rail with sleepers with standard set of fastenings and fixing of fish plates and bolts or, if required, providing gap for welding and stacking of released material without infringement within 250m as directed by Engineer-in-Charge. Note: Rail drilling and cutting to be paid separately.

For Through Rail Renewal work 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 Elastic Rail Clips on ERC PSC sleepers with contractor's grease, conforming to Railway's specifications, labour etc. c o m p l e t e as per procedure prescribed in latest edition of IRPWM.

Lubrication of gauge face of rail RM on curves, cross overs, points & crossings, turn-in curves and at locations as required with contractor's grease graphite grade "O" IS 408 and as directed. Lubrication of Plate/Rail screws of Points and crossings, SEJs, Bridges, Curves etc., with greases graphite, including removal of screws carefully without damaging sleepers, cleaning with wire brush etc., both screws and dowel hole, applying grease graphite, refixing the screw and sealing the top and sides of screw with grease graphite to prevent ingress of moisture and corrosion with contractors labour, tools, consumables under traffic condition all lead and lift complete.

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

Rail section of 52Kg and above SER-CONST-HQ-ENGG/SOUTH EASTERN RLY Assembling and Laying of Improved Switch Expansion Joint (SEJ) on PSC sleepers of any rail section as per RDSO drawing including leading of SEJ rails, sleepers, fittings for a free lead of 250 metres, cutting of rails, drilling of holes as required and lubrication of SEJ, gauging, aligning rails, providing temporary connection with adequate welding gap with adjoining rails, providing reference posts at SEJ, first through packing of SEJ portion to make track geometry fit for 30 kmph speed and making ballast profile as per IRPWM. Note: (1) Rail cutting and hole drilling shall be paid separately.(2) One set comprise complete SEJ on both rails at SEJ.

Under Conditions not requiring Set Traffic Block Manufacturing and Supply of Alumino thermic welding portions of 52Kg/60 Kg/60EI-R260 as approved by RDSO for welding of rails 52Kg/60Kg/60EI-R260 kg for 25mm gap by the process of AT welding along with complete accessories confirming to the specification laid down in Indian Railway Standard specification No.IRST-19-2020 up to date correction slips with Single shot crucible fitted with Automatic Tapping Thimble, 3 pieces pre fabricated mould (Zircon washed) manually pressed using compressed air petrol/LPG pre heating for execution of welding of rail joint as directed by the engineer in charge at site. Note: 1. The accessories along with welding portion shall be supplied as per Annexure-I of the IRUSSOR - 2021. 2. Rate is inclusive of transportation of above to SSE/P.Way stores.

For 60Kg/60EI- R260 rails SER-CONST-HQ-ENGG/SOUTH EASTERN RLY 25mm gap 'in-situ' welding during traffic block using Railway's welding portion and finishing of weld to meet the prescribed tolerances and pass all stipulated tests with all required labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including marking of welded j o i n t , painting weld collar with anticorrosive paint, restoration of track near weld joint to original position and fixing of joggled fish plate at new weld, to be removed after passing of weld in USFD test as directed by Engineer in charge. Note: 1. Welding portion and related accessories as per Annexure - I shall be supplied by Railways. All other items required shall be supplied by the Contractor. 2. Welding shall be carried out only by trained welder having valid competency certificate. 3. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing. 4. Required nos. of Joggled fish plates shall be supplied by Railway at nearest P. Way Stores and the same shall be returned at nearest P. Way Store or at other location as per direction of Engineer-in-Charge after release from track.

For 60 Kg/60EI-R260 grade Rail, Each Single shot crucible fitted with Automatic Tapping Thimble Technology, 3 pieces Mould (Zircon washed) and Compressed Air Petrol heating technique.

Installation of reference points for Each track centre line in main and loop lines, in straight or curve portion, SRJ for turnouts, heel of crossing (HOC), locations of derailing switches, switch expansion joints etc. away from formation on firm ground at known offset with MS Angles of 50mmx50mmx5mm thick of length 1.80 m each, founded in concrete block of size 30cm x 30cm x 45cm of nominal mix 1:3:6, including painting to reference pegs with two coats of enamel paints on exposed surface, as directed by Engineer In charge. Note: Earth work and Cement concrete will be paid under relevant items. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Spreading of ballast, from existing cum stacks available along formation on top or at cess, in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8- 10 tonne capacity to sufficient number of passes to form consolidated ballast bed of approximately 250mm thickness to a width of 4m symmetrical to centre line of proposed track in correct line & level with all ascents & descents, as directed by Engineer in-charge. Note: Item is inclusive of (a) providing ramp for taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface. Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, on ballast bed spread and compacted with suitable roller, over prepared formation including leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. N o t e : 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item.

For sleeper density sleepers per km SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Linking of track on Girder Bridge TRM with Steel Channel/H-beam sleepers as per approved drawings including leading of running and guard rails, sleepers and fittings, bending of guard rails, notching, drilling of holes, cutting of rails etc. as per IRPWM with latest correction slips and making track structure fit for normal speed. Note: 1) Rails, Steel Channel/H-beam sleeper and all fittings will be supplied by Railways. 2)Transportation of track material if supplied beyond 250m of bridge approaches, shall be paid separately under relevant item. 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 spot. 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) 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 First or Second Through Packing o f track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track Sleeper Density of 1660 SER-CONST-HQ-ENGG/SOUTH EASTERN RLY Third or subsequent Through Packing of track for all sleeper density including picking of slacks, as required after second through packing, subsequent to Deep Screening work as per procedure prescribed in latest edition of IRPWM. This item can also be used after lifting/regrading/realignment works also. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm.

For PSC Sleeper Track Sleeper Density of 1660 Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall be paid separately).

Providing wooden blocks under Each weld joint duly transporting Railway's released wooden blocks with rail screw / dog spikes and doing packing, as directed under traffic condition. Note: Wooden blocks, rail screws/dog spikes will be supplied free at SSE/P.Way depot.

Removing the existing wooden Each blocks under joint, duly removing fittings, transporting and stacking material wise in a countable manner and handing over the wooden blocks & fittings at PWI's Depot or as directed by Engineer in charge. 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 Gang comprising of 20 Gang Day physically fit labours plus 1 Mate. Note: In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such labour @ 10% of the accepted item rate. Anti-corrosive painting of rail outside track on rail bottom, web, 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 surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

For 60 Kg Rails

Anti-corrosive painting to weld Each collar for Thermit welded rail joints on track or on cess for new welded joints to protect against severe corrosion for any rail section with one coat of high build epoxy paint (two pack) of reputed make confirming to RDSO Specification M&C/PCN-111/99 on welded area up to 10cm on either side including on the underside of rail foot by brush including surface preparation as per Railway's AT Weld Manual including lettering / weld numbering with approved enamel paint as directed Note: Before painting, dust, loose rust and mill scale and dirt shall be removed thoroughly by wire brushing. Scrubbing welded area with water to make it free from slag and other water soluble compounds to make it dry. Painting 2 coats to various P.Way Reference Post, Structures etc. with enamel paint of approved make with 2 coats of different colours & letters, as directed by Engineer in-charge.

LWR / SEJ Board Painting 2 coats to Bridge Reference / Boards, Structures etc. along track with enamel paint of approved make with different colours & letters, as directed by Engineer in-charge.

HFL, FSL & DL on Bridge Pier / Each Abutment

Miscellaneous General Boards, Sqm Jurisdiction Boards, Structures etc. Carrying out USFD testing of Alumino Thermic (AT) welds on all types of rails, using 0° (2 MHz) double crystal; 70° (2 MHz) 20mm x 20mm single crystal probe for head & flange testing; 2 nos. 45° (2 MHz) single crystal with tandom rig for testing from rail top to bottom & for half moon testing and 70° (2 MHz) 20mm x 20mm side looking probe by NBC (Need Based Concept) method under traffic conditions as per provisions of IR's "Manual & Specifications for Ultrasonic Testing of Rails and Welds" & related instructions duly marking the defects, submission of daily reports and storing back- up data as specified & directed. The rates are inclusive of contractor's men, materials & machines complete unless otherwise specified and directed.

Track having more than 3 rail Each panels - With Railways' USFD machine including related T&P and probes : SER-CONST-HQ-ENGG/SOUTH EASTERN RLY USFD testing of Switch Expansion Joint (SEJ) by NBC (Need Based Concept) method under traffic conditions as per provisions of "IR's Manual & Specifications for Ultrasonic Testing of Rails and Welds" with latest amendments & related instructions, duly marking the defects, submission of daily reports and storing back-up data, as specified in the special conditions, as applicable to rail testing. The rates are inclusive of contractor's men, materials & machines complete unless otherwise specified and directed. Note: One set consists of both SEJ on left and right rail.

With Contractor's USFD machine

Providing comprising of 4 men per day with SSE/P.Way/ USFD for carrying out ancillary works viz., lookout, watering, paint marking and handling machine for USFD test w i t h Single Rail Tester (SRT) machine and as directed by Engineer in charge. Note: 1. This item shall be operated only when there is no departmental staff available and only with the prior approval of concerned Sr. DEN/Co- ordination. 2. In case, contractor provides less no. of Labour, payment will be deducted for each such person @ 50% of the accepted item rate. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY Carrying out pre-tamping, during tamping and post-tamping work for tamping track with all types of rails, sleepers & sleeper density by various Track Tamping machines, like CSM,DUO/3X Machines which include : (1) Re- adjustment of ballast, heaping-up of ballast, filling-up of cavities in tamping zone by picking ballast from stacks / shoulders / crib of adjoining track up to lead of 50 m to ensure effective packing; (2) Clearing of ballast on sleepers to make them visible to operator, (3) Clearing of ballast over rail foot to facilitate holding of rail by rollers of TTRM; (4) Digging, screening and replenishment of ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening of loose fittings immediately before & after tamping; (6) Replacement of broken / missing fittings supplied by Railway; (7) Correcting displaced sleepers to position along with squaring; (8) Re-setting of worked-out / fallen fittings. (9) Removing and re-fixing joggled fish plates & wooden blocks, wherever necessary; (10) Manual consolidation of ballast in crib / shoulders; (11) Removing and refixing of traction bonds during the block in electrified sections (12) Dressing of ballast Note: 1. Tamping blocks are not identical & it may be given at any time either during day or night. 2. Stages of payment a) 30% of the rate will be paid on completion of pre tamping attention, b) Balance 70% of the rate will be paid on completion of post tamping. 3. Recovery at the rate of twice the above applicable rate will be effected in case contractor fails to carry out pre/during/post operation. 4.Payment shall be made only once in irrespective of numbers of TTRM packing round and after restoration of normal speed and restoration of complete ballast profile.

For day time block working

New Line Section, not opened for TRM traffic 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) SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

60 Kg - 110/90 UTS - Outside Each Track

60 Kg - 110/90 UTS - On Running Each 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

Measuring of Toe Load of ERC Each during service in field by Electronic Toe Load Measuring Device with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Electronic Toe Load Measuring Device will be as per RDSO's Specification No.TM/SM/ETLMD/218 dated 13.9.2012. Loading of rails of any section and length up to 13 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up to 5 metres.

I n Wagon where mechanical MT handling is possible a n d traffic block is not required or in Truck/trailer. Loading of tongue rail, stock rail, switch assembly and crossings of any section and length, SEJ, Glued joint etc. with / without P.Way fittings and fastenings, in Wagon / Truck / trailer including lead up to 250 metre and lift up to 5 metre.

I n Wagon where mechanical MT handling is possible a n d traffic block is not required or in Truck/trailer. Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic with line protection in case road carriage is not possible with different lead with a lift up to 5 metre during block period.

For lead up to 500 metre.

For lead beyond 500 metre and up MT to 1 Km. Loading, unloading and hauling of 52Kg / 60Kg rail more than 13 metre and up to 39 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic and line protection in case road carriage is not possible for different leads and lift up to 5 metre.

For lead up to 500m SER-CONST-HQ-ENGG/SOUTH EASTERN RLY 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 Wagon where mechanical MT handling is possible a n d traffic block is not required or in Truck / trailer. Unloading of all type of rails of length 130 metre and beyond from end unloading rake and keep the panels in head-up position at specified distance from centre of track clear from any infringement.. Note: Contractor has to keep Oxygen and Acetylene gas with cutter as standby during the period of work.

During period of traffic block

Not involving traffic block 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 beyond 50 Km and up to 100 MT Km

Lead beyond 100 Km and up to MT 150 Km 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 beyond 30 Km and up to 50 MT km

Lead beyond 50 Km and up to 100 MT Km

Lead beyond 100 Km and up to MT 150 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 SER-CONST-HQ-ENGG/SOUTH EASTERN RLY Unloading of 52kg / 60kg PSC special sleepers beyond 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 50 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 Spreading of New / SH , normal or wider base PSC sleepers from stack along track on either side for different leads with all lifts by any means.

For a lead up to 500m Unloading of Switches / Crossings / SEJ Rails / Glued Joints of any rail section and length with or without P.Way fittings & fastenings in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with lead up to 250 metre & lift up to 5 metres.

From Truck / Trailer

Inserting in track Steel Channel/H- Each beam sleepers with all Railway supplied fittings complete for TBTR work to specified gauge under traffic block with contractor's tools including aligning, levelling to make track fit for 20 kmph speed and as directed by Engineer in-charge. Note: Transportation of track material if supplied beyond 250m of bridge approaches, shall be paid separately under relevant item.

Manufacture of flared portion of Set Guard Rail by cutting and bending to required shape & RDSO's approved drawings. Note: (1) Rails shall be supplied by Railways. (2) One set consists of two rails i.e. both left and right.

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

Drilling holes 25mm to 40mm dia. Each with drill twist in the foot of guard rails for fixing guard rails on bridge as directed.

Fabrication & supply of Galvanized MT H-beam Sleepers made out of the materials confirming to IS 2062 of standard Rolled sections as per approved drawing Nos RDSO/B/1636/4/R,5&9 complete and as directed by Engineer-in charge. Note: Cost of steel fittings and GRSP shall be paid separately. Supplying & fixing of Anti-Skid MS / Stainless Steel chequered plates on un- ballasted deck bridge as per approved drawings, with matching grade stainless steel fasteners as directed by Engineer- in- Charge, on new bridge or replacement of existing chequered plates on old bridge including removal of old chequered plates and stacking near approaches of bridge, clear from all infringement. Note: Joints of chequered plates shall not fall in between sleepers

Anti-Skid chequered plate conforming to latest IS: 6911, ISS Symbol 409 M, minimum 6mm thick (excluding bead height) with flat bottom and top pattern conforming to IS: 3502, 1A with bead height of minimum 0.8 mm - on New Bridges as per RDSO drawings.

Fabrication, supplying and fixing Each 600mm x 450mm Bridge Board made from 16 SWG MS Sheet duly welded or riveted to back support of two 600mm long horizontal angles of size 25mm x 25mm x 3mm & two numbers 2.5 metre long vertical support of MS Angle of size 50mm x 50mm x 5mm, welded / rivetted to board. Vertical supports shall have split ends for proper fixing in ground. Vertical supports of board shall be embedded in ground in M 20 Cement Concrete blocks of size 300mm x 300mm x 300mm, complete job including painting & writing of subject matter on bridge board, as directed by Engineer - In c h a r g e Note: Excavation & concrete work will be paid separately.

Tightening sleeper fittings i.e. hook bolts, running rails bolts, guard rail bolts on girder bridges with contractor labour tools, plants etc., including oiling, greasing of fittings complete and as directed by engineer in charge. Note: Before execution of work specific approval of ADEN to be obtained b y duly indicating the locations with specific reasons along with date of last tightening done. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Manufacture and supply of Hook Kg Bolt 28mm dia. & 320mm long as per RDSO Drg. no. BA-1636/I/R2 from RDSO approved sources

Manufacture & supply of a set of 2 Set Nos of Elastomeric Pads 25mm / 30mm thick and 4 nos of Grooved rubber pads as per RDSO drawing No. B/1636/5 alt 2 to suit Insulated H Beam sleepers from RDSO approved sources with all contractor's material, lead, lift, labour, tools, plant and transportation etc. complete as per approved drawings and as instructed by Engineer in-charge. Note: One Set consists of 2 nos. Elastomeric Pad 25mm/30mm and 4 nos. Grooved Rubber Pad.

Supplying of Zero toe load fixtures Set f o r H Beam sleepers of 52/60Kg Rails procured from RDSO approved firms a s p e r RDSO approved drawing with up-to-date correction slips and specifications with all contractor's lead, lift, labour, tools, plant, transportation etc. complete as per instructions of Engineer in-charge. Note: Complete fixture for 1 sleeper shall constitute 1 set. 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 Indicator Board of size Each 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Speed equilateral 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 Each Circular shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long

Manufacturing, fixing Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in- charge (Earthwork & concreting will be paid separately) 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.

Providing Refuge of size 3.0m x3.0m on cess, placing with released unserviceable PSC sleepers and keeping them at all four sides of refuge and also placing as matting inside the refuge by keeping them in upside down position with a minimum of 14 sleepers including levelling with earth, excavation, all lead and lift, crossing of tracks, leading the sleepers with in a free lead and lift, handling etc., with all contractor's men material complete and as directed by the Engineer-in-charge. Note: Earth- work will to be paid separately under relevant item. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Galvanisation Chequered Plates, Channels, Plates, Angles, and I-Section by hot dip process with Zinc Coating and mass of Zinc coating shall not be less than 705 g/sqm and galvanisation thickness shall not be less than 100 microns including necessary surface preparation as per Clause-4 of IS:2629-1985. Galvanisation shall be done as per IS:2629-1985 and IS:4759-1996 with Zinc conforming to IS:209- 1992, duly taking all the measures for safeguarding against embrittlement of hot-dip galvanised iron and steel products as per IS:6158-1984 with all contractor's labour, material, tools, plant, all lead, lift and crossing of tracks etc. complete and as directed by the Engineer in-charge.

Arranging labour as and when Day required 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 Each empty 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.

Manufacturing and fixing buffer Each stop with Railway supplied rails, cutting, including bending of rails as per plan ,with all contractor's labour, materials, tools, plants etc. and all lead and lift including crossing of track where necessary a n d as directed by Engineer in charge at site. Note: Excavation, fixing rails in cement concrete, drilling of holes will be paid separately. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Manufacture and supply of Precast Each Kilometer Posts of size 1.15 x 0.50 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting t h e post, writing the letters on both sides of the post with 2 coats of enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Excavation, Concrete and steel work will be paid under relevant items.

Manufacture and supply of Precast Each gradient Posts of size 1.65 x 0.60 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting t h e post, writing the letters on both sides of posts in 2 coats with enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in- charge. Note: Excavation, Concrete and steel work will be paid under relevant items. Total 12935727.20

Item Breakup - D-Execution of all works as per schedule

Boxing and profiling of ballast as TRM per 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. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

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

When distance of nearest quarry cum is more than 100 km and up to 150 km Total 5911510.00

Item Breakup - E-Execution of all works as per schedule

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 SER-CONST-HQ-ENGG/SOUTH EASTERN RLY Providing and laying design mix cement concrete of M-30 grade, in roads/taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved and specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to 16.43 required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction and longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). 16.43.1 Cement concrete prepared with cum 240 10529.35 2527044 116 batch mixing machine 16.49S MISCELLANEOUS 16.50 Providing and fixing Glow studs of Each 1480 206.3 305324 size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acrylonitrile ) 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 base .The 117 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. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY 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 equipped with electronic 16.54 sensor 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 specifications and directions of Engineer-in-Charge. 16.54.1 50 to 100 mm average compacted cum 1680 11129.55 18697644 thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler 118 @2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 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 16.59 fixed with 2 Nos. M.S. angles of size 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 Each 12 7183.35 86200.2 119 boards of 900 mm diametre with support length of 3750 mm SER-CONST-HQ-ENGG/SOUTH EASTERN RLY 16.59.2 Cautionary /warning sign boards Each 12 5559.75 66717 of equilateral triangular shape 120 having each side of 900 mm with support length of 3650 mm 16.62 Providing and applying 2.5 mm Sqm 100 747.8 74780 thick 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 tank heater and profile shoe 121 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. 16.68 Providing and laying 60mm thick Sqm 50 972 48600 factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, 122 design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. 16.69 Providing and laying at or near cum 20 10117.6 202352 ground 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 123 at sharp 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 to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). 16.77 Scarifying the existing bituminous Sqm 6400 7 44800 road surface to a depth of 50 mm 124 and disposal of scarified material within all lifts and lead upto 1km (by mechanical means). 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. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY 16.78.1 With material conforming to cum 100 2784 278400 125 Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 16.79 Providing, laying, spreading and cum 675 2914.3 1967152.5 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, laying in uniform layers with 126 mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, 16.91 compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 16.91.2 80 mm thick C.C. paver block of Sqm 70 1091.5 76405 127 M-30 grade with approved color design and pattern. 17.0 SANITARY INSTALLATIONS 17.1S General Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually 17.1 controlled device (handle lever) conforming to IS : 7231,with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: 17.1.1 White Vitreous china Orissa Each 8 6767.4 54139.2 128 pattern W.C. pan of size 580x440 mm with integral type foot rests Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually 17.2 controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : SER-CONST-HQ-ENGG/SOUTH EASTERN RLY 17.2.1 W.C. pan with ISI marked white Each 8 6515.55 52124.4 129 solid plastic seat and lid Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic 17.4 flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : 17.4.1 One urinal basin with 5 litre white Each 1 6258.75 6258.75 130 P.V.C. automatic flushing cistern Providing and fixing one piece construction white vitreous china squatting plate with an integral longitudinal flushing pipe, white P.V.C. automatic flushing cistern, with fittings, standard size G.I. / 17.6 PVC flush pipe for back and front flush with standard spreader pipes with fittings, G.I clamps and C.P. brass coupling complete, including painting of fittings and cutting and making good the walls and floors etc. wherever required : 17.6.1 Single squatting plate with 5 litre Each 1 9256.45 9256.45 131 P.V.C. automatic flushing cistern Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass 17.7 waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.1 White Vitreous China Wash basin Each 20 2648.85 52977 132 size 630x450 mm with a pair of 15 mm C.P. brass pillar taps Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets 17.10 and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 17.10.1 Kitchen sink with drain board 17.10.1.1 510x1040 mm bowl depth 250 Each 6 6945.6 41673.6 133 mm 17.10.2 Kitchen sink without drain board 134 17.10.2.2 610x460 mm bowl depth 200 mm Each 2 3873.8 7747.6 17.22A Providing and fixing CP Brass Each 17 1034.8 17591.6 32mm size Bottle Trap of 135 approved quality & make and as per the direction of Engineer-in- charge. Providing and fixing P.V.C. waste pipe for sink or wash basin 17.28 including P.V.C. waste fittings complete. 17.28.2 Flexible pipe 136 17.28.2.1 32 mm dia Each 20 119.55 2391 SER-CONST-HQ-ENGG/SOUTH EASTERN RLY Providing and fixing mirror of superior glass (of approved quality) and of required shape and 17.32 size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : 17.32.3 Oval shape 450x350 mm (outer Each 20 1377.1 27542 137 dimensions) 138 17.32.4 Rectangular shape 1500x450 mm Each 6 2093 12558 17.33 Providing and fixing 600x120x5 Each 15 1083.5 16252.5 mm glass shelf with edges round off, supported on anodised 139 aluminium angle frame with C.P. brass brackets and guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. Providing and fixing toilet paper 17.34 holder : 140 17.34.1 C.P. brass Each 15 803.7 12055.5 17.71 Providing and fixing PTMT liquid Each 20 168.35 3367 soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with 141 bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass 17.73 screws with concealed fittings arrangement of approved quality and colour. 17.73.2 600 mm long towel rail with total Each 15 708.95 10634.25 length of 645 mm, width 78 mm 142 and effective height of 88 mm, weighing not less than 190 gms. 18.0 WATER SUPPLY 18.4S PP-R PIPES Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS 15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R 18.4 plain & brass threaded polypropylene random fittings and fixing the pipe with clamps at 1.00 m spacing. This includes testing of joints complete as per direction of Engineer-in-Charge. ( Internal Exposed on walls ) 143 18.4.1 PN - 16 Pipe, 20mm OD (SDR-7.4) Metre 60 272 16320 144 18.4.4 PN - 16 Pipe, 40mm OD (SDR-7.4) Metre 60 545.75 32745 SER-CONST-HQ-ENGG/SOUTH EASTERN RLY Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801, UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded 18.5 polypropylene random fittings and fixing the pipe with clamps at 1.00 m spacing. This includes the cost of cutting chases and making good the same including testing of joints complete as per direction of E n g i n e e r- i n - C h a r g e . Concealed work, including cutting chases and making good the wall etc. 145 18.5.1 PN - 16 Pipe, 20mm OD (SDR-7.4) Metre 90 477.85 43006.5 146 18.5.2 PN - 16 Pipe, 25mm OD (SDR-7.4) Metre 130 515.2 66976 147 18.5.3 PN - 16 Pipe, 32mm OD (SDR-7.4) Metre 90 561.45 50530.5 Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold 18.6 water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. External work 148 18.6.1 PN - 16 Pipe, 20mm OD (SDR-7.4) Metre 60 224.95 13497 149 18.6.2 PN - 16 Pipe, 25 mm OD (SDR-7.4) Metre 40 265.05 10602 150 18.6.6 PN - 10 Pipe, 63 mm OD (SDR-11) Metre 60 597.75 35865 151 18.6.8 PN - 10 Pipe, 90 mm OD (SDR-11) Metre 10 975.3 9753 18.7S C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded 18.9 fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 152 18.9.6 50 mm nominal dia Pipes Metre 10 794.25 7942.5 18.15S BRASS FITTINGS Providing and fixing gun metal 18.17 gate valve with C.I. wheel of approved quality (screwed end) : 153 18.17.1 25 mm nominal bore Each 6 622.4 3734.4 154 18.17.4 50 mm nominal bore Each 2 1026.65 2053.3 Providing and fixing C.P. brass 18.22 shower rose with 15 or 20 mm inlet 155 18.22.2 150 mm diameter Each 15 222.35 3335.25 C.I. SLUICE VALVES/ FIRE 18.31S HYDRANTS & FIXTURES SER-CONST-HQ-ENGG/SOUTH EASTERN RLY 18.48A Providing and fixing rectangular Per Litre 5200 11 57200 high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved 156 by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support including fittings & fixtures for tank shall be paid separately. 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass bib 18.49 cock of approved quality conforming to IS:8931 : 157 18.49.1 15 mm nominal bore Each 40 506.8 20272 Providing and fixing C.P. brass long nose bib cock of approved 18.50 quality conforming to IS standards and weighing not less than 810 gms. 158 18.50.1 15 mm nominal bore Each 15 820.7 12310.5 Providing and fixing C.P. brass stop cock (concealed) of standard 18.52 design and of approved make conforming to IS:8931. 159 18.52.1 15 mm nominal bore Each 20 670.45 13409 Providing and fixing C.P. brass angle valve for basin mixer and 18.53 geyser points of approved quality conforming to IS:8931 160 18.53.1 15mm nominal bore Each 20 574.3 11486 18.54S PTMT FITTINGS Providing and fixing PTMT bib cock 18.54 of approved quality and colour. 18.54.2 15 mm nominal bore, 122 mm Each 6 161.2 967.2 161 long, weighing not less than 99 gms 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :10 graded stone 19.2 aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 162 19.2.1 100 mm diameter S.W. pipe Metre 55 964.75 53061.25 Providing and fixing in position pre-cast R.C.C. manhole cover and 19.19 frame of required shape and approved quality 19.19.1 L D- 2.5 19.19.1.1 Rectangular shape 600x450 mm Each 15 1437.65 21564.75 163 internal dimensions Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with 19.32 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. Each 3 26861.9 80585.7 164 (non modular) bricks of class designation 7.5 21.0 ALUMINIUM WORK 21.1S General SER-CONST-HQ-ENGG/SOUTH EASTERN RLY Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over 21.8 backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 165 21.8.1 Upto 5mm depth and 5 mm width Metre 610 96.75 59017.5 21.13 Providing and fixing Brass 100mm Each 30 528.85 15865.5 mortice latch and lock with 6 levers without pair of handles 166 (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. 21.18 Providing and fixing 12 mm thick Sqm 40 5325.9 213036 frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor 167 spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to paid separately) 22.0 WATER PROOFING 22.1S General 22.22 Providing and mixing integral Kg 50 388 19400 crystalline admixture for water proofing treatment to RCC structures like basement raft, retaining walls, reservoir, sewage & water treatment plant, tunnels / subway and bridge deck etc. at the time of transporting of concrete into the drum of the ready-mix truck , using integral crystalline admixture @0.80% (minimum) to the weight of cement content per cubic meter of concrete) or higher as recommended by the manufacturer's specification in reinforced cement concrete at site 168 of work. The material shall meet the requirements as specified in ACI-212-3R-2010 i.e. by reducing permeability of concrete by more than 90%, compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure. The crystalline admixture shall be capable of self- healing of cracks up to a width of 0.50 mm. The work shall be carried out all complete as per specification and the direction of the Engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY 22.22A P r o v i d i n g and applying fibre Sqm 650 563.1 366015 reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two 169 coats of undiluted elastomeric water proofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer- in-Charge. Total 98136174.25

Item Breakup - F-Execution of all works as per schedule

Making bores of suitable size Metre rotary drilling using either direct mud circulating method or reverse circulating method with contractor's Rig, Equipments and casing pipes if required. (A) Through all types of soil except rock, stone or boulders for depth. i) From G.L. to 30m.

Making bores of suitable size Metre rotary drilling using either direct mud circulating method or reverse circulating method with contractor's Rig, Equipments and casing pipes if required. (A) Through all types of soil except rock, stone or boulders for depth. ii) From 30m. to 60m.

Making bores of suitable size Metre rotary drilling using either direct mud circulating method or reverse circulating method with contractor's Rig, Equipments and casing pipes if required. (A) Through all types of soil except rock, stone or boulders for depth. iii) From 60m. to 90m.

Making bores of suitable size Metre rotary drilling using either direct mud circulating method or reverse circulating method with contractor's Rig, Equipments and casing pipes if required. (A) Through all types of soil except rock, stone or boulders for depth. iv) From 90m. to 120m.

Making bores of suitable size Metre rotary drillingusing either direct mud circulating method or reverse circulating method with contractor's Rig, Equipments and casing pipes if required. (B) For drilling through rock, stone or boulders etc. below ground level SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Supplying & Installing 300mm dia Metre PVC pipe of '80SCHEDULE' having wall thickness 18 mm of "Ori- plast" or Supreme or any other approved brand confirming to ASTMD-1785.

Supplying & Installing 200mm dia Metre PVC pipe of '80 SCHEDULE' having wall thickness 12.7 mm of "Ori- plast" or Supreme any other approved brand confirming to ASTMD-1785.

Supply & Installing of 200mm dia Metre reinforced glass fibre strainer 6mm thick PIONEER or VMT make or approved brand.

Supplying accessories and specials for tube well assemble - a) Nipple 300mm long,300mm dia - 1no b) Topcap 300mm dia - 1 no. c) reducer 300x250mm dia -1no d) Nipple 150mm long, 250mm dia - 1no. e) reducer 250x200mm dia -1no. f) Tail plug 200mm dia- 1 no.

Doing electric resistivity test by Each some approved institute like IIT with proper report for each location. One location shall include of minimum 3(three) no of points. [Here Unit 'Each' = 'Each Tube Well']

Supplying including fitting and Each fixing and jointing in position 300mm dia MS screwed Cap of suitable size.

Packing the annular space around Each the tube well pipes with 3mm to 6mm size clean gravel with contractors materials.

Supplying centering guides (each set comprises of three guides).

Supplying, welded MS pipes 200mm dia and 1.80m long long bail plug at the bottom containing inside and lowering in plumb in depth below level.

Development contractor's compressor as per direction of the Engineer-in- charge. Note: Here unit Each means Each DT well.

Making trial boreing 50mm dia Metre (Each trial bore not more than 300m depth).

Pumping test by continuously or a Each total of 48 hrs. with contractor's pump, labour and equipments and testing the yield.

Doing electric resistivity test some Each approved institute like IIT with proper report for each location. One location shall include a testing of minimum 3 (three) nos. of points. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Supplying, fitting, fixing and Set commisioning of a submersible pump set complete for 5000 GPH capacity with motor name Calama or KSB with suitable starter (make L&T or MEI or Crompton) for 300mm x 200mm dia tube well, 80m head conforming to the requirements as per CEE's specification No. CEE/S/185/Submersible pump/9/98.

Providing and Laying Jute Geo- Sqm Textile (JGT) in slopes of Railway Embankments in accordance with RDSO's guidelines for application of Jute Geo Textile in Railway Embankment and hill slopes No. - RDSO/2007/GE:G-0008 or its subsequent versions, induding incidental earthwork and fixing arrangements with GJ-Type-2 in adding with (a) Providing and Spreading of Bermuda Grass Seeds over the wet Geo Textile Surface as per the Seed Manufacturer, (b) Supplying of Water Tanker With Tractor for 15 days and (c) Hire charges of Pump set of capacity 4000 liters/hour for 15 days complete.

Supply of Portland slag cement MT from reputed manufacturer conforming to: IS 455 with latest correction slips, including all handling, loading, unloading, lead, lift, descent, ascent, transportation storage at site etc.

Conducting CHUM test for pile Each foundation including mobilisation etc. complete

Execution of R.C.C in cantilever cum footpath slab, Deck slab, Footpath Railing, crash barrier, Girder, T- beam, friction slab etc. as per Indian Railway's drawings and specifications or as directed by Engineer in charge with RCC design mix of M:30/M-35/M-40 Grade (Cast in situ)machine mixed , machine vibrated and machine batche during 20mm graded crushed stone aggregates and coarses and of approved quality. Admixture in recommended proportion are required to beused in mix design to accelerate or retard setting of concrete and /or improve workability without impairing strength and durability complete as per specification. The rates includes contract or rigid steel shuttering with necessary staging, cantering, cutting , bending binding with contractors galvanized binding wire f16SWG, admiture, all lead lift, descent, royalty, and taxes if any , complete, The payment towards cost of cement & HYSD bars (reinforcement) will be done vide relevant schedule. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Supplying testing fitting, fixing Each and welding with stud guns etc. of normal headed shear studs/shear connector 25mm dia. And 200mm length conforming to IS 395- 66 asper specification of RDSO Drg. along with ferrules to top flange of girder for deck slabs as per the direction /approval of Engineer in charge.(In case shear connectors of any other size is required the payment shall be made on the pro-rato basis in the portion of the weight of the shear connectors).Note here uniteach means each stud.

Supplying and fixing Bituminous Sqm drum sheet wall ingto Bullah pile with nailing or to side of boulder crates before filling of sand as directed by Engineer in charge.

Bulla piles of average normal dia RM 5" to 7" measured at 1/3 distance from thicker end ), 4.5 to 5.5m long in conjuction with sand/earth bags as required to prevent collapse, including all lead lift tools and plants and removal to retain all type of earth including slush for construction of retaining walls. The payment shall be made as per actual numbers of bulla used in meter decided by Engineer incharge depending upon site condition.

Preparation and submission of Each Final report giving complete and comprehensive record of investigations, laboratory test reports and calculations in approved format

Providing & laying a layer of three Sqm dimensional cellular confinement system GEOCELL made of ultrasonically welded HDPE strips, which acts as a subgrade /subbase mproving reinforcement mat weld distance of each cell=356mm,depth of cell=150mm)between formation and track structure in bridge approaches as per specifications &conditions attached as per IS- 17483. The rate is inclusive of all labour, materials, leads, lifts crossing of tracks, transport, including all labour, fuel, tools and plants etc., complete. No payment for wastages will be made, and rate may be quoted accordingly SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Fabrication, supply, assembling Set and fixing of Rocker & Roller Bearings for 30.5m girders (each set of Bearings consists of two nos Fixed End Bearings and two nos Expansion end Bearings including Saddle Bolts & nuts and all other accessories complete as per approved drawings). All bearings are to be inspected by RITES and the rate is inclusive of inspection charges, cost of materials, fabrication and transportation to the bridge approach site of work. Total 28995365.30

Item Breakup - G-Execution of all works as per schedule

Preparation of Design & drawaing Sqm for New office building & other buildings (Should be as per latest circular). Notes: (i) The contractor will carryout detailed survey and prepare GAD and get it approved from Railway. (ii) The rates are inclusive of visits to site if required. The site of the workfalls under the jurisdiction of Dy.CE(Con), KGP II. (iii) The above quantities are approximate. The Railway reserves the right to increase/decrease the same.Additional special conditions of contract: i) The Agency will getthe design checked from Railway.For this purpose Agency will ensure the presence of his representative in the offices of Railway authorities when ever required. Nothing extra will be payable for theabove and therate is inclusive of above. ii) After drawing got approved by Railway, the Agency will have to submit three copies of initial design calculations with 3 ferro copies of drawings to Railway for record. Design calculation should be clearly written and bound in bookform. iii) On clearance of design criteria from Railway for any modification, agency will carryout detailed design again as required without any loss of time after clearance of design parameters. He will also be prompt in clarifying the observations/doubts of the Railways. No extra payment shall be made for the any alterations. iv) Design and drawing after approval shall be property of S.E. Railway who shall have exclusive right to use or reuse it elsewhere. The consultant shall have no claim whatsoever in this regards. v) Based on the design note approved by Railway, the Agency will prepare final general arrangement drawing. Mode of payment: i) Visit to site and collection of field data from site,and detailed design of and preparation of GAD, submission to Railway 3 sets of GAD (Ferrocopy), design calculation 3 booklet = 20%. ii) After acceptance of Railway = 50%. iii) Final submission of drawing approved in item (ii) above in reproducing tracing films 3 copies and soft copy on CD, 3 sets of ferro prints for each drawings,final design calculation booklet. Payment will be made after signature of Railway authorities in final drawing =30%. Note: Proof checking of the Drawing should be done from IIT/ NIT or Any Govt. College /University. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Preparation of structural design & Sqm Drawing of scafolding for different types multi storied buildings. The Rate includes all taxes, lead, lift, descend, and ascend, labor, m a t e r i a l s etc. complete. The above quantities are approximate. The Railway reserves the right to increase/decrease the same. Additional conditions: I) The Design & Drawing will be proof checked from any any Govt. E n g i n e e r i n g College/University. The Agency will get the design checked from Railway. For this purpose Agency will ensure the presence of his representative in the offices of Railway Authorities whenever required. Nothing extra will be payable for the above and the rate is inclusive of above. II) After drawing got approved by Railway, the Agency will have to submit three copies of initial design calculations with 3 copies of drawings to Railway for record. Design calculation should be clearly written and bound in book form. III) On clearance of design criteria from Railway for any modification, agency will carry out detailed design again as required without any loss of time after clearance of design parameters. He will also be prompt in clarifying the observations/doubts of the Railways. No extra payment shall be made for any alterations. IV) Design and drawing after approval shall be property of S. E. Railway who shall have exclusive right to use or reuse it elsewhere. The consultant shall have no claim whatsoever in this regards. V) Based on the design note approved by Rly, the Agency will prepare final arrangement drawings. Mode of payment: i) Visit to site and collection of field data from site and preparation of drawing & design, submission to Railway 3 sets of drawing & Design with approval from Dy.CE/C-II/KGP office = 50%. ii) After approval from Construction HQ = 50%. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Design of Sub-structure and Each foundation and making detailed drawings (all structural components excluding superstructure) including GAD for major bridges/Road Over Bridge/Rly Fly over etc. This rate is inclusive of supplying of soft copy of each drawing in CD ROM, one copy in tracing paper & 05nosferro prints. a). For single spans Bridges ofsteel/PSC/Composite girder. Mode of payment: 1. Submission of design calculations and tentative paper print drawing (two copies) and after approval of Railway (Dy.CE/Con/D&D) primafacie - 30%. 2.After submission of proof checked copy of design in book form and drawing in tracing film, soft copy and after approval of Railway (CE/Con)-40%. 3.After signature of all concerned and submission of three design booklet, three tracing film and three ferro print of drawing by theagency - 30%. Note:- Proof check to be done from any reputed Govt. colleges/University. Total 1069652.00

Item Breakup - H-Execution of all works as per schedule

cm as per direction of the officer- in-charge. 7.24 Providing and stacking of Delonix Each 25 60 1500 regia (Gulmohar) of height 150-

cm as per direction of the officer- in-charge.v 7.40 Providing and stacking of Fishtail Each 10 300 3000 palm of ht. 210-240 cm bottom 60 girth 25- 30 cm well developed in b i g s i z e H D P E b a g s a s per direction of the officer-in-charge. 7.43 Providing and stacking of Foxtail Each 10 480 4800 palm of ht. 180-210 cm bottom 61 girth 25- 30 cm well developed in b i g s i z e H D P E b a g s a s per direction of the officer-in-charge. 7.55 Providing and stacking of Michelia Each 10 90 900 champa (Golden Champa) of 62 height 90- 105 cm. in earthen pots o f size 2 5 c m a s p e r direction of the officer-in-charge. 7.65 Providing and stacking of Pinus Each 10 550 5500 longifolia (Pinus) of height 90-105 63 cm. in cement pots of size 35 cm as per direction of the officer-in- charge. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY 7.67 Providing and stacking of Plumeria Each 15 110 1650 acutifolia of height 120-135 cm. 64 with 2- 3 branches in HDPE bag of size 30 cm as per direction o f the officer-in-charge. 8.0 SHRUBS 8.1 Providing and stacking of Bauhinia Each 25 45 1125 acuminata height 60-75 cm. in 65 earthen pots of size 20 cm as per direction of the officer-in-charge. 8.2 Providing and stacking of Bauhinia Each 10 45 450 tomentosa (yellow) of height 60-

cm as per direction of the officer- in-charge. 8.8 Providing and stacking of Cassia Each 10 45 450 biflora of height 45-60 cm. in 67 earthen pots of size 20 cm as per direction of the officer-in-charge. 8.13 Providing and stacking of Cestrum Each 50 40 2000 nocturnum (Raat ki Rani) of height 68 60- 75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge. 8.43 P r o v i d i n g a n d s t a c k i n g of Each 15 40 600 Largerstroemia i n d i c a o f height 69 90-105 cm. multibranched in poly bags of size 25 cm as per direction of the officer-in-charge. 8.48 Providing and stacking of Each 25 110 2750 Mussaenda erythrophylla (Rosea) of height 60- 75 cm. multi 70 branched in earthen pots of size 25 cm as per direction of the officer-in-charge. 8.54 Providing and stacking of Each 50 40 2000 Nyctanthes arbor-tristis (Hasingar) 71 of ht. 90-105 cm in Earthen pots of size 20 cm as per direction of the officer-in-charge. 8.58 Providing and stacking of Each 50 35 1750 Tabernaemontana coronaria (Chandni single) of height 45-60 72 cm. in earthen pots of size 20 cm as per direction of the officer-in- charge. 8.76 Providing and stacking of Thuja Each 25 130 3250 compacta of height 75-90 cm., conical shaped, well formed with 73 healthy foliage in earthen pots of size 30 cm as per direction of the officer-in-charge. 9.0 CREEPER PLANTS 9.1 Providing and stacking of Each 5 45 225 Allamanda cathartica of height 30 74 cm to 45 cm. in 2 0 c m s i z e of Earthen pots / Plastic pots & as per direction of the officer-in-charge. 9.8 Providing and stacking of Jasmine Each 5 30 150 grandiflorum (chameli) of height 30 cm to 45 cm. in 20 cm size of 75 Earthen pots / Plastic pots & as per direction of the officer-in- charge. . 11.0 MEDICINAL PLANTS 11.10 Providing and Stacking of Lemon Each 25 50 1250 grass of ht. 30 cm with multi 76 branches in Poly bag of size 20 cm. as per direction of the officer- in-charge. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY 11.14 Providing and Stacking of Each 15 50 750 Sarpgandha well developed in 77 poly bag of size 20cm as per direction of the officer-in-charge. 11.17 Providing and Stacking of Aprajita Each 5 30 150 Blue well developed in poly bag of 78 size 20cm as per direction of the officer-in-charge. Total 497526.90

Item Breakup - I-Execution of all works as per schedule

Supply of LED 2x18/20W T-8 Numbers indoor type Tube Light fitting with Aluminum housing having Luminous flux efficacy 120 Lm/Watt, CRI75 for each tube light, with Constant current driver complete with lamp and all accessories.

Supply and erection of LED Lamp Numbers 7-9W,230V.

Supply of 1x18/20W T-8 LED Tube Numbers Light fitting Constant current driver complete with lamp and all accessories.

Supply of Energy efficient (5-star Numbers rating) BLDC AC ceiling fan of 1200mm sweep with regulator including suspension arrangement.

Supply 250mm/300mm sweep BLDC Heavy duty copper wound with anticorrosive blade complete with frame, and other accessories.

Supply of Double door Distribution Numbers Board IP-43 wall mounting type with provision of 1x32A, 10kA Double Pole MCB as Incoming & 4 x Single Pole MCB 6A-16A,10kA as outgoing as per IS/IEC 60898-1, housing in a SP&N Prewired 6-way CRCA steel sheets enclosure with Neutral Link, Earth bar & Din Rail etc.

Supply of LED Street Light Numbers Luminaire in Die Cast Aluminium Body with heat sink in aluminium extrusion, IP66, LED light 50-60 Watt, 5700-6500k

Supply of Heat shrinkable type Numbers indoor/outdoor end termination/Straight through kit as per IS 13573 : Part 3, suitable for 11kV, 3 Core 70/95/120/185-300 Sq.mm XLPE Cable.

Supply of Earth cone of 2.8 M Numbers long, 54.4mm inside dia and 60.2 mm out side dia GI pipe. The pipe having conically tapered at one end and having sufficient no. of holes of 12mm dia. including connection by 2x8.No SWG GI wire and making of earth cone sump box .

Supply of GI pipe 3"/4" dia with Metre socket for laying/verticle lifting of cable. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Supply, erection and testing of Numbers Maintenance free Earthing system comprising of 48.3 mm dia.meter, 3 meter long earthing electrode of low carbon high tensile steel with 250 microns copper coating + carbon based conductive back fill compound & copper Clamp including suitable length earthing GI strip of 40 x 3 mm for termination works.

Supply of MCB 16-25A, 10Ka with Numbers 3/5 modular type socket with starter in a enclosure for A.C point similar to DHDUCDP0253016-25 with complete wiring

Supply of Triple pole 11 KVx400 A Set Capacity gang operated air break switch complete with insulator, DO fuse, support channel, clamps for fixing in 4 pole/DP structure along with operating handle and locking arrangement etc.

Supply of 11 KV LA complete set Set with mounting hardware arrangement, metal oxide type (1Set consists of 3 Nos. LA) Make Rly. approved brand.

Supply of 11 KV Pin insulators Numbers complete with all accessories.

Supply of 11 KV Disc insulators Numbers complete with all accessories.

Supply of MS Sheet Cable Busbar Numbers Chamber IP-43 wall mounting type 3 phase and neutral, 416 Volt with 4 Nos copper bus bar of 100A each (similar to Havells Cat.No.IHBC010004)

Supply of Busbar Chamber IP-43 Numbers wall mounting type 3 phase and neutral, 416 Volt with 4 Nos copper bus bar of 400A each, all assembled in 14 SWG sheet steel, powder coated MS Box Enclosure (similar to Havells Cat. No. IHBC040004)

Supply of Busbar Chamber IP-43 Numbers wall mounting type 3 phase and neutral, 416 Volt with 4 Nos copper bus bar of 63A each, all assembled in CRCA steel sheets enclosure (similar to Havells Cat. No.IHBC006304)

Supply & erection of Fire fighting Numbers equipment 5 Kg. capacity (DCPT)

Supply of GI Flate of size 40mm x Metre 3mm for Earthing of all structure and vital equipment including required nut, bolts & sockets etc.

Supply of bulk head fitting Numbers complete with LED lamp of 9-10 watt with all accessories.

Supply of Service main DB Numbers consisting of one no. 5-30A electronics energy meter (LCD display), & RCCB 1x32A, 30 mA as per IS/ IEC 61008-1, housing in duly painted CRCA steel sheets enclosure with cable entry arrangement . SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Supply of Street light panel with Numbers Astronomical/digital timer 24hrs, contactor rating 32A/TP MCB rating 40A/TPN. (similar to Havells IHXTS0306A).

Supply of Distribution Board Numbers Double door type IP-43 wall mounting type with provision of 1x63A Double Pole MCB as Incoming & 4 x 20A-32A Double Pole MCB, as outgoing as per IS/IEC 60898 & 60947-2, housing in a SP&N Prewired MS Box Enclosure with Neutral Link, Earth bar & Din Rail etc.

Supply of LT DB comprising 1x63A Numbers ,16kA TPN MCCB with busbar as incoming and 4x32A, 4x16A,10kA DP MCB as outgoing as per IS/IEC 60898 & 60947-2.

Supply of high intensity long Numbers range, energy saving die cast aluminium IP-66 flood light luminaire with 190-200 W high power LED as light source with reflector and lens of reputed make

Supply of Outdoor type LED light Numbers fitting (IP-66) for front lighting, 70- 80 Watt, suitable for voltage 230V AC complete with driver and all other accessories.

Supply of recess mounted LED Numbers panel light 10-12 Watt with driver similar to Havells LHEBLDPFPVNW010 model.

Supply of Electric storage water Numbers heater of 15L capacity geyser with 5star rating similar to Havells GHWCBNTIV015

Supply of Wire Mesh type Cable Metre tray of Stainless Steel, 300mm width with SS fixing bracket, coupler & bend plat with suitable SS nut, bolt & washer etc.

Supply of 1.1 KV 3.5/4 CORE Numbers 50/70/ 95/120 sq.mm LT straight through heat shrinkable kit.

Supply of IP65 (dust proof & jet Numbers water tight) junction box, made of high quality thermoplastic having high grade internally embedded gasket made of Polyurethane, fireretardant & self extinguishing, JB size (L X B X H) of : 300mm X300mm X 170mm fitted with 1No.63A DP MCCB, with minimum 2.Nos 2Cx70/50Sq.mm cable entry arrangement with TPN-100A, 4- Way cable connector. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Supply of IP65 (dust proof & jet Numbers water tight) junction box, made of high quality thermoplastic,Insulated & corrosion free, acidand chemical resistant, having high grade internally embedded gasket made of Polyurethane, fire retardant & self extinguishing, JB having size (L X B X H) of :360mm X 500mm X 180mm fitted with 1No. 160A DP MCCB, with minimum 2.Nos 2Cx150Sq.mm cable entry arrangement with (TP-200A cable connector terminal) / loop in loop out terminal.

Supply of IP65 (dust proof & jet Numbers water tight) junction box, made of high quality thermoplastic, Insulated & corrosion free, acid and chemical resistant, having high grade internally embedded gasket made of Polyurethane, fire retardant & self extinguishing, JB having size (L X B X H) of :600mm X450mm X 250mm (approx) fitted with 2 No. TPN-100A, cable connector terminal / loop in loop out terminal with minimum 4.Nos 4Cx 70/50Sq.mm cable entry arrangement.

Design, manufacture, display of Square wall hanging / floor mounting type Foot LED illuminated glow sign / direction boards in half elliptical shape. All specifications to be followed as mentioned in GEN.

Supply Submersible pump set for use in bore wells for handling clear cold water having motor of wet type for continuous rating, Delivery 1.1KW/1.5HP with pump controller/ starter as per site requirement, including PP Rope 14mm, 3COREX4.Sq.mm.FLAT CABLES with flexible copper conductor as per site requirement or minimum 90m.

Supply of 5M HDG (Hot Dip Numbers Galvanized) double arm Octagonal Pole with cable junction compartment Insulated Cable Connector 4-way and SP 6A MCB, Pole top dia.70mm, bottom dia. 130mm, sheet thickness 3mm, base plate dimensions (L X B X T)- 200mm X 200mm X 12mm with 1000 mm long double arm and foundation bolts etc. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Supply of painted outdoor pillar Numbers box made of 2mm thickness sheet steel, rust protected,powder coated with single door & locking arrangement as per IP-54, consisting with FP MCCB 250A, 50kA Microprocessor Based - 01 No. as incoming and FP MCCB 100A, 36kA Microprocessor Based - 02 Nos., FP MCCB 63A, 36kA Microprocessor Based - 04 Nos.as outgoing with suitable Cu. Bus- bar, Digital Multifunctional Meter in each Incoming & Outgoing MCCB, Capable to measure and display Voltage, Current, Frequency, Power factor, kW, kVAR, kWh, kVAh, kVARh etc., appropriate spreader link for MCCB and with necessary item for seal the cable entry and outgoing point.

Supply of Cable loop box (of fibre Numbers body) for 3-Phase incoming and outgoing connection consists of 3- Phase and neutral terminal and 15/16 Amps K-fuse as per relevant ISS, with suitable bridge arrangement of size: 240mmx 140mm x 100mm and all other accessories.

Supply of VTP & N 8-Way DB Numbers (Double Door) consisting with FP 100A, 36kA Microprocessor Based MCCB - 01 No. as incoming and TP MCB 63A, 10kA- 6 Nos. as outgoing with Cu. bus-bar, Neutral links, Earth bar, cable gland, appropriate spreader link for MCCB etc.

Supply of TP&N 4-Way DB (Double Numbers Door) consisting with FP MCB 63A, 10kA with 3PP (Protected Pole) - 01 No. as incoming and SP MCB 32A, 10kA- 8 no. or DP MCB 32A, 10 kA- 4 Nos. as outgoing with bus-bar, Neutral links, Earth bar, cable gland etc.

Supply of Switch fuse unit Numbers (rewireable type) 415V TP with Neutral link capacity 100A.

Supply of FP 125 Amps, 35kA Numbers Microprocessor Based MCCB including spreader link and sheet steel powder painted enclosure with proper wiring to complete job.

Supply of FP 200 Amps, 36kA Numbers Microprocessor Based MCCB including spreader link and sheet steel powder painted enclosure with proper wiring to complete job.

Supply & erection of Sand bucket/ Numbers Fire buckets complete set as per IS : 2546 (set of four nos. of 9 litre capaity)

Supply & laying of Electrical Numbers insulated IS marked Insulated rubber mat 2m x 1m x 2cm. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Supply of Schematic Diagram in Set origin alalong with 06 copies on A- 0 papers of different locations showing superimposition of cable route, HT/ LT panels, transformers, location of tubular poles and all other electrical items and works.

Supply & erection of Early Numbers Streamer Emission (ESE) Lightning Arrestor/ Protection system of 55 m protection radius as per NFC 17-102 suitable for an apartment/building upto G+6 storied along with all necessary accessories such as Mounting Base, Conductor Shaddle, Down Conductor, Earthing system, Lightning event counter etc.

Supply of Residual Current Device Numbers with Socket 16Amp.with Steel Enclosure (SRCD DBOX) for Geyser point. (similar to Havells Cat. No. Havells SRCD WOCP Dboxx Steel Encl)

Supply of Ding Dong Door Bell.

Supply of Service main DB Numbers consisting of one no. 10-60A electronics energy meter(LCD display), & RCCB 1x63A, 30 mA as per IS/ IEC 61008-1, housing in duly painted CRCA steel sheets enclosure with cable entry arrangement .

Supply of LED mirror light fitting Numbers with accessories for clamping (9- 12 W)

Supply of LED bed side light fitting Numbers with accessories (5-9watt) .

Supply of indoor type decorative Numbers LED foot light with accessories (3- 6 W).

Supply of outdoor energy efficient Numbers decorative boundary wall/Landscape (30-35) watt LED light along with its fittings and accessories. Total 3038079.00

Item Breakup - J-Execution of all works as per schedule

Supply & erection of 110 mm or Metre higher dia. HDPE pipe of grade PE- 100 for HDD requirement including laying and jointing of HDPE Pipe with suitable size couplers, plugs, end caps, spacer, T band etc. with min depth of 3 mtrs/ as per the site conditions with proper tools, for cable running applications

Supply & erection of 160 mm or Metre higher dia. HDPE pipe of grade PE- 100 for HDD requirement including laying and jointing of HDPE Pipe with suitable size couplers, plugs, end caps, spacer, T band etc. with min depth of 3 mtrs/ as per the site conditions with proper tools, for cable running applications SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Erection and installation of wall Square hanging/ floor mounting type LED Foot illuminated sign / direction boards in half elliptical shape. All specifications to be followed as mentioned in GEN.

Erection, testing & commissioning Numbers of FP 125 Amps MCCB,FP 200 Amps MCCB, main Switch fuse unit (rewireable type) 415V TP in sheet steel enclosure, 63Amps./100 Amps including necessary masonry work and supply & fixing of all types of cable gland, cable sockets, lugs, requisite nuts & bolts,with rain shed protection etc ,.

Fixing and commissioning of Cable Numbers loop box (of fibre body) for 3- Phase incoming and outgoing connection consists of 3-Phase and neutral terminal and 15/16 Amps K-fuse and all other accessories with proper termination of cables through glands and fixing with 25 X 3 mm MS flat bar.

Erection of LED 2x18/20W T-8 Numbers indoor type Tube Light fitting of including supply & erection of necessary clamps & masonry work,

Erection of 1x18/20W T-8 impact Numbers proof, surface mounting IP65 LED Tube Light fitting with masonry work.

Erection of Energy efficient (5-star Numbers rating) AC ceiling fan with regulator and all accessories

Erection of Exhaust fan with all Numbers accessories, including masonry work.

Erection, testing & commissioning Numbers of MCB DB including necessary masonry work and supply & fixing of all types of cable gland, cable sockets, requisite nuts & bolts etc.

Erection, testing & commissioning Numbers of service main energy meter DB including necessary masonry work and supply & fixing of all types of cable gland, cable sockets, requisite nuts & bolts etc.

Erection of Hot dip Galvanised Set Octagonal street light pole with all accessories of including earth connection & Erection of LED street light fitting with wiring from MCB to light fitting.

Erection of LED Street Light/ Numbers Outdoor Light Luminair on wall/ structure/ shed (except Octagonal/SST Pole) with all accessories for fixing.

Erection & termination of HT Heat Numbers shrinkable type indoor/ outdoor end termination/Straight through cable jointing kit. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Excavation of earth in any kind of Numbers soil & Erection, testing & commissioning of Earth cone as per Drawing No. CEE/G/A3/P-134.

Erection/ Laying of GI pipe 3"/4" Metre dia with socket/ clamp for laying /vertical lifting of cable

Erection of MCB 16-25A 10KA with Numbers 3/5 pin 15A modular type socket with starter in a enclosure for A.C point similar to DHDUCDP0253016-25 with complete wiring.

Erection, testing & commissioning Set of Triple pole 11 KVx400 A Capacity gang operated air break switch complete with insulator, DO fuse, support channel, clamps for fixing in 4 pole/DP structure along with operating handle and locking arrangement etc.

Erection of 11 KV LA complete set Set with mounting hardware arrangement, metal oxide type (1Set consists of 3 Nos. LA) Make Rly. approved brand.

Erection of Busbar Chambers IP- Numbers 43 wall mounting type including rainshed protection (for outdoor installation) fabrication work, necessary cable termination & masonry work,

Erection of GI Flate of size 40mm Metre x 3mm for Earthing of all structure and vital equipment including required nut, bolts & sockets etc.

Erection of 33KV/ 11KV/ LT pin/ Numbers disc/ shackle insulator complete with pin, clamp, stalk etc. complete with all acessories.

Erection of bulk head fitting Numbers complete with LED lamp of 9-10 watt with all accessories.

Erection, testing & commissioning Numbers of Control box or Panel for Street Light including supply & erection of all fixing bolts, cable termination and masonary work.

Erection, testing & commissioning Numbers of out door type (Rain water tight) Feeder Pillar/ Location box floor/ plinth mounted type including necessary masonry work & cable termination work.

Supply commissioning of PVC concealed conduit/ PVC conduit surface/ casing capping wiring by PVC FRLSH insulated copper cable 1100 V grade 1.5 Sq.mm through PVC conduit with running earth by 14SWG tinned copper wire/ 1.5sqmm copper wire through out the wiring including supply and fixing of hot deep GI sheet concealed Modular switch board, Modular switch, socket & electronic fan regulators, ceiling rose/holder etc. (a) Light, Bell & Fan point wiring with 6 Amp, Modular switch with Metal back Plate etc. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Supply commissioning of PVC concealed conduit/ PVC conduit surface/casing capping wiring by PVC FRLSH insulated copper cable1100 V grade 2.5 Sq.mm through PVCconduit with running earth by14SWG tinned copper wire/ 2.5sqmm copper wire through out the wiring including supply and fixing of hot deep GI sheet concealed Modular switch board, Modular switch, socket & electronic fan regulators, ceiling rose/holder etc. (b)5/6 Amp., 3/5 pin plug socket point wring with 6 Amp, Modular type switch with Metal back Plate & socket.

Supply commissioning of PVC concealed conduit/casing capping wiring / PVC conduit pipe wiring by PVC FRLSH insulated copper cable 1100 V grade from the nearest DB along with running earth of 4sqmm copper wire through out the wiring including supply and fixing of hot deep GI sheet concealed switch board for Modular switch, socket and other wiring materials to make the work a complete unit.(c) 15 Amp plug socket point wiring by 4 Sq.mm PVC FRLSH insulated copper cable with 16 Amp, Modular type Metal back Plate switch & socket, etc.

Supply commissioning of PVC concealed conduit/PVC conduit surface /casing capping wiring by 2 Nos 4 sqmm PVC FRLSH insulated copper cable 1100V grade through PVC conduit with running earth by 4 sqmm copper wire through out the wiring for drawing/extension of supply from Main DB/Busbar chamber to service main board/Circuit DB/Air conditioner point by 4sq.mm cable. Note-(Quantity per meter means: one meter conduit with two meter 4sqmm PVC FRLSH insulated copper cable & one meter 4 sqmm copper wire for running earth)

Supply commissioning of PVC concealed conduit/PVC conduit surface /casing capping wiring by 2 Nos 2.5 sqmm PVC FRLSH insulated copper cable 1100V grade through PVC conduit with running earth by 14SWG tinned copper wire/1.5 sqmm copper wire through out the wiring for drawing/extension of supply from Main DB/Circuit DB to switch board/Circuit DB by 2.5 sq.mm cable. Note-(Quantity per meter means: one meter conduit with two meter 2.5sqmm PVC FRLS insulated copper cable & one meter 2.5 sqmm copper wire for running earth). SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Supply commissioning of PVC concealed conduit/PVC conduit surface /casing capping wiring by 2 Nos 6 sqmm PVC FRLSH insulated copper cable 1100V grade through PVC conduit with running earth by 6 sqmm copper wire through out the wiring for drawing/extension of supply from Main DB/Busbar chamber to service main board/Circuit DB Note-(Quantity per meter means: one meter conduit with two meter 6sqmm PVC FRLSH insulated copper cable & one meter 6 sqmm copper wire for running earth)

Laying supplied) along the road and refilling of excavated earth as per CEE/GRC's Drg No. CEE/G/PA3/134 including supply & erection of cable gland, pyramid/Flat sockets, requisite nuts & bolts & all allied works.

Laying supplied) Across the road through GI/RCC/CI pipe and refilling of excavated earth as per CEE/GRC's Drg No. CEE/G/PA3/134 including supply & erection of cable gland, pyramid/Flat sockets, requisite nuts & bolts & all allied works.

Erection of cable In the air, fixing Metre on wall, through pipe/drain rail, structure with MS clamp with nut & bolt.

Boring/punching of underground Metre crossing of Railway track/road with pipe pushing by HDD technology & crossing HT/LT power cable below railway track/road through pipe. Note: The boring profile should be recorded and submitted for verification of depth and length of boring

Dismantling existing overhead LT/HT line with accessories.

Dismantlling / Shifting of Rail Numbers Pole/SST pole/GI/MS Structure/Location box/Control Panels/Busbar chamber/DB/Pre- cooling socket/Lavolite Transformer/Battery charger etc including associated cables, light fiiting & wiring with gas cutting or any other means without appreciable damage.

Transportation of Railway supply MT materials from Railways depots in CKP/ADA/KGP/RNC division to site of work with lead

Supply and erection of RCC make Numbers cable route marker size L-12" ,B- 6" , H-30". SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Supply & erection of Galvanized Set stay set as per IS: 2141 - 2000, for overhead line complete with 19/20mm dia x 1.8 M long stay rod, anchor plate of 45 cm x 45 cm x 7.5 mm, thimble stay clamps, turn buckle (20 mm x 600mm) 7/4 mm dia GI stay wire with guy insulators complete with all accessories.

Supply Erection, fabrication & MT painting of Miscellaneous iron work MS angle, flats, channel required nut, bolts etc. for Small steel parts except rail pole for Fabrication of cable tray/ Cross arms channel/ 4pole/ 2 pole structures etc.

Erection of Outdoor type LED light Numbers fitting (IP-66) for front lighting 70- 100W/190-200W flood light (exclusive of high mast), suitable for voltage 230V AC complete with driver and all other accessories.

Erection of recess mounted LED Numbers panel light 10-12 Watt with driver i n c l u d i n g electrical connection, supply & erection of necessary clamps & masonry work.

Installation and commissioning of Numbers Gyeser 15L Capacity including electrical connection, wiring & necessary masonry work/ plumbing connection work.

Fabrication, erection & installation Metre of Wire Mesh type Cable tray of Stainless Steel, 300mm width with SS fixing bracket, coupler & bend plat with suitable SS nut, bolt & washer etc.

Concrete for foundation in 1:3:6 cum ratio in any kind of soil including excavation and supply of all materials viz. sand, cement and ballast for TR plinth/SST pole/Rail Pole//Pillar Box/fencing panel/structure etc.

Erection CORE50/70/ 95/120 sq.mm LT straight through heat shrinkable kit.

Erection of IP65 junction box with Numbers lugs, spreader link and cable gland.

Installation commissioning of single/ three phase Submersible pump set for use in bore wells for handling clear cold water with pump controller/starter as per site requirement, including lowering/laying of pipe, RR Rope12mm, FLAT CABLES with flexible copper conductor.

Installation and commissionig of Numbers 1.5/2 Ton split Air Conditioner with rotary compressor including electrical connection, additional copper pipe (if required) wiring & necessary masonry work. (Split A.C will be supplied by Railway) SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Supply & installation of mobile Set charging arrangement consisting with 04 nos. 5Amp. modular plug socket 240V 50Hz., 04nos. 6 Amp. modular switch along with indicator and fuse.

Erection of Residual Current Numbers Device with Socket 16Amp.with Steel Enclosure (SRCD DBOX) for Geyser point. (similar to Havells Cat. No. Havells SRCD WOCP D boxx Steel Encl)

Erection of Ding Dong Door Bell.

Erection of LED mirror light fitting Numbers with accessories for clamping (9- 12 W)

Erection of LED bed side light Numbers fitting with accessories (5-9watt).

Erection of indoor type decorative Numbers LED foot light with accessories (3- 6 W).

Erection efficient decorative boundary wall/Landscape (30-35) watt LED light along with its fittings and accessories. Total 6626256.20

Item Breakup - K-Execution of all works as per schedule

Concrete for foundation and plinth cum in all type of soil including hard/rocky soil (including excavation and supply of all materials viz., sand, cement, and ballast etc.) Total 2827500.00

Item Breakup - L-Execution of all works as per schedule

Excavation of trench in all kinds of Kilometre soils including soft rocky area and clearing of roots of trees, rocks, bushes, ballast & reconditioning etc., including bailing out water and disposal of extra soil including back filling with excavated earth and ramming of trenches after cable laying for the following depths and widths as specified in Technical Circular No. 2 of 1988 & 01/2010 issued by CSTE/SER or any other latest guidelines. Note: In case, trenches are other than prescribed depth & width, Proportionate payment shall be released. Depth 1.2 meter, Width 0.5 meter. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Excavation of trench in all kinds of Kilometre soils including soft rocky area and clearing of roots of trees, rocks, bushes, ballast & reconditioning etc., including bailing out water and disposal of extra soil including back filling with excavated earth and ramming of trenches after cable laying for the following depths and widths as specified in Technical Circular No. 2 of 1988 & 01/2010 issued by CSTE/SER or any other latest guidelines. Note: In case, trenches are other than prescribed depth & width, Proportionate payment shall be released.Depth 1.0 meter, Width 0.3 meter.

Excavation of trench in all kinds of Kilometre soils including soft rocky area and clearing of roots of trees, rocks, bushes, ballast & reconditioning etc., including bailing out water and disposal of extra soil including back filling with excavated earth and ramming of trenches after cable laying for the following depths and widths as specified in Technical Circular No. 2 of 1988 & 01/2010 issued by CSTE/SER or any other latest guidelines. Note: In case, trenches are other than prescribed depth & width, Proportionate payment shall be released. Depth 0.8 meter, Width 0.3 meter.

Excavation of trenches including Metre clearing of roots of trees etc. in hard/rocky soil by chiselling up to a depth of 0.5 meter to 0.8 meter and width 0.3 meter at the bottom. Supply & placing split RCC pipes with collar (for jointing pipes) of 100 mm nominal diameter to Spec. No. IS: 10262- 2019 or latest and IS-456-2000 as per SEM Drawing No. 15- D3 (Sheet-2) on sieved soil of 30 mm over cable and concreting(1:2:3) throughout the length upto a layer of 75mm approximately, then back filling the trench by digging and carrying earth from a distance of maximum 30 meters and then ramming of soil after cable laying. This also includes supply of collar and all the materials for concreting by the contractor. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Excavation of trench in all kinds of Metre soils including soft rocky area and clearing of roots of trees, rocks etc. to a depth of 1 metre and width 0.3 metre. Track/Pucca road/Platform crossing/Level crossing as per SEM Drawing No.15-D5 or latest including supply, transportation and laying of RCC Pipes (full) with collar (for jointing pipes) Inner diameter/Outer diameter: 100mm/150mm to Specification No. IS:10262-2019 or latest and IS456-2000. RCC structural drawings should be as per SEM Drawing No. 15-D3 (Sheet-2) and drawing of cable through RCC Pipes with collar (for jointing pipes) including back filling and ramming after cable laying as specified in Technical Circular No. 2 of 1988 & 01/2010 issued by CSTE/SER for S&T Cables or any latest guidelines. This includes repairing and plastering of platform/pucca road after cable laying.

Excavation of trench in all kinds of Metre soils including soft rocky area and clearing of roots of trees, rocks etc. to a depth of 1 metre and width 0.3 mtr. Track/ Pucca road/Platform crossing/ Level crossing as per SEM Drawing No.15-D5 including supply, transportation and laying of DWC pipes (full) with collar(for jointing pipes) Inner diameter/Outer diameter:103mm/120mm to Specification No.14830 (Part- 2):2001 as per SEM Drawing No. 15-D4 and drawing of cable through DWC pipes with collar(for jointing pipes) including back filling and ramming after cable laying as specified in Tech. Circular No. 2 of 1988 & 01/2010 issued by CSTE/SER for S&T Cables or any latest guidelines. This includes repairing and plastering of Platform/Pucca road after cable laying. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Cutting and smoothening of inside Metre surface of sizes 80 mm deep and 170 mm width for single/multiple cable chase in concrete or hard rocks or platform or cemented floor. This work includes laying and covering of cable laid in the chase with standard sizes Second class/Fly Ash brick placed and embedded longitudinally and plastered on the top of the bricks and curing 72 hrs. as per Drawing No. Con/SK/T/1 Note: Sundries materials such as Bricks, sand, cement etc., shall be supplied by the contractor at site and to be inspected by Railway Site Engineer before placing in the chase. Note: In case, chase cutting & smoothening are other than prescribed depth & width, Proportionate payment shall be released.

Supply, transportation and fixing Metre of Galvanised Iron Pipe (make: TATA/Jindal or better) with threaded collars (for jointing pipe) of 80 mm nominal bore Specification No. IS: 1239, Pt-1, 2004 thickness 3.2 mm medium grade, on bridges, culverts, drain or at places as per instruction of the site Engineer including supply and transportation of materials required for fixing the pipe as per SEM Drawing No.15-D7 on culverts and others including drawing of cables inside the pipe with masonry work at bridge entry and exit of the culvert and curing for 72 hours and pipes are to be clamped at max. 2 meter apart with drilling of holes on the pipe at 10 cm apart for S&T Cables. Note:- This also includes dismantling of released GI Pipe/Trough and released material should be returned at concerned store.

Transportation of cables in rolls Kilometre with or without wooden drums (S&T Cables) from concerned store to the site of works. Note: Here unit km means Drum-km. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Laying (Signal/Quad/Power) in the excavated trench to Drawing No. CON/SK/T/5 or latest. Supply and transportation of 'U' clamps, anchoring of cable at every 10 metres interval with 'U' clamp on trench to Drawing No. CSTE/CON /CABLES/81 or latest. Supply, transportation, and placing of cable demarcating led belt to Drawing No. CON/SK/T/6 or latest punched at an interval of 30 metres and wrapped round each cable throughout the cable route and also at every track/Road/ platform crossing as above specified in Technical Circular No. 2/1988 & 01/2010 issued by CSTE/SER or as per latest guidelines and guarding the cables. Collecting empty drums with left over cable and to be returned to the stores of stock holder. Note: Cables will be meggered before & after its laying by contractor under supervision of Railway representative & Contractor will submit their reports.

Transportation loading/unloading of Optical Fibre Cable along with HDPE pipe from the stores of SSE/Store or from any store of SE Railway to the site with care laying of HDPE pipe & blowing of OFC in it as per procedure and returning empty cable drums with or without left over cable to the stores of SSE/Store. It also includes supply and placing of warning & Detection tape orange colour of 100 mm wide printed in black as "CAUTION OFC CABLE" and laid throughout the trench as directed by the Representative of Railway. Note: OTDR of cables will be done before & after its laying by contractor under supervision of Railway representative & contractor will submit their reports. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Execution of Full Apparatus Case Numbers with earth excavation for pit, concrete foundation, surrounding earth work, erection and installation as per Drawing No. Con/SK/T/8 or latest and wiring to be done as per SEM Drawing No.19-D8 or as per direction of site engineer. Supply and fixing of Hylam sheet strip of appropriate size of 3 mm or 6 mm as required with hole for fixing of terminals, fuse blocks, relay and other accessories for signal/track circuit, termination of cable with number embossed ferrules, bunching of cables with PVC tape, proper soldering of cable armour with earth catenary wire, earthing of cable armour as required. Writing & terminal description including Painting of the apparatus case inside and outside after clearing the surface thoroughly and first coating of anticorrosive paint and subsequent two coats of Aluminium paint outside and red oxide inside and lettering etc. This also includes transportation of 25 mm/12mm Hylam sheet for shelf or as required and also includes minor modification in L/Boxes as per site requirement. The contractor shall supply 4 no. of foundation nuts & bolts of size 22 mm dia. x 450 mm long with 2 flat spring washers, with each nut & bolts, sand for filling up cable pit inside the apparatus case including plaster and bolts, nuts, screws, MS Clamps for fixing equipment/cable. Note: - Part payment shall be released after completion of- (i) Foundation- 40%, (ii) Erection - 10%, (iii) Wiring, earthing, testing - 20%, (iv) Painting, writings - 10%, (v) Plastering, sand filling & etc. - 10%, (vi) Commissioning - 10%. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Execution of Half Apparatus Case Numbers with earth excavation for pit, concrete foundation, surrounding earth work,erection and installation as per Drawing No. SEM, 19-D2 or latest and wiring as per SEM Drawing No.19-D9 or as per direction of site engineer. Supply & fixing of Hylam sheet strip of appropriate size of 3mm/6mm as required with hole for fixing of terminals, fuse blocks, relay and other accessories for signal/track circuit, termination of cable with number embossed ferrules, bunching of cables with PVC tape, earthing of cable armour as required. Writing & terminal description including Painting of the apparatus case inside and outside after clearing the surface thoroughly and first coating of anticorrosive paint and subsequent two coats of Aluminium paint outside and red oxide inside and lettering etc. This also includes transportation of 25 mm/12mm Hylam sheet for shelf or as required and also includes minor modification in L/Boxes as per site requirement. The contractor shall supply 4 no. of foundation nuts & bolts of size 22 mm dia. x 450 mm long with 2 flat spring washers, with each nuts & bolts, sand for filling up cable pit inside the apparatus including plaster and bolts, nuts, screws, MS Clamps for fixing equipment/cable. Note: - Part payment shall be released after completion of- (i) Foundation- 40%, (ii) Erection - 10%, (iii) Wiring, earthing, testing - 20%, (iv) Painting, writings - 10%, (v) Plastering, sand filling & etc. - 10%, (vi) Commissioning - 10%. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Execution Apparatus Case with earth excavation for pit, concrete foundation, surrounding earth work, erection and installation as per Drawing No. SEM, 19- D2 or latest and wiring as per site requirement. Supply and Fixing of Hylam sheet strip of appropriate size of 3 mm/6 mm as required with hole for fixing of terminals, fuse blocks, relay and other accessories for signal/track circuit, termination of cable with number embossed ferrules, bunching of cables with PVC tape, earthing of cable armour as required. Writing & terminal description including Painting of the apparatus case inside and outside after clearing the surface thoroughly and first coating of anticorrosive paint and subsequent two coats of Aluminium paint outside and red oxide inside and lettering etc. This also includes transportation of 25 mm/12mm Hylam sheet for shelf or as required and also includes minor modification in L/Boxes as per site requirement. The contractor shall supply of 4 no. of foundation nuts & bolts of size of 22 mm dia. x 450 mm long with 2 flat spring washers with each nuts & bolts, sand for filling up cable pit inside the apparatus case including plaster and bolts, nuts, screws, MS Clamps for fixing equipment/ cable. Note: - Part payment may be released after completion of- (i) Foundation- 40%, (ii) Erection - 10%, (iii) Wiring, earthing, testing - 20%, (iv) Painting, writings - 10%, (v) Plastering, sand filling & etc. - 10%, (vi) Commissioning - 10%.

Transportation and installation of Numbers 2-Aspect Signal Post for MACLS as per drawing no. Con/SK/T/12 or SEM-Drawing No. 19-D3 or RDSO/M-00011RU dated 12.01.18 or latest complete with signal units, base, ladder and other fittings, excavation of earth pit, casting concrete foundation, erection of posts, thereof as specified in the note given in drawing, fixing of complete fittings of the signals with necessary earth screen protection arrangement as required including termination of cables, painting and lettering as required. Foundation nuts & bolts of appropriate size as per above drawings or latest as per RDSO Drawing No. SA-116 A/M confirming to IS: 226 and IRS:S- 10/78 Rev.8. or latest to be supplied. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Transportation and installation of Numbers 3/4 - Aspect Signal Post for MACLS as per Con/SK/T/12 or SEM- Drawing No. 19-D3 or RDSO/M- 00011RU dated 12.01.18 or latest complete with signal units, base, ladder and other fittings, excavation of earth pit, casting concrete foundation, erection of posts, thereof as specified in the note given in drawing, fixing of complete fittings of the signals with necessary screen protection arrangement including termination of cables, painting and lettering as required. Foundation nuts & bolts of size appropriate size as per above drawings or latest as per RDSO Drawing No. SA-116 A/M confirming to IS: 226 and IRS:S- 10/78 Rev.8. or latest to be supplied.

Transportation, Position light Shunt Signal as per Con/SK/T/13 or SEM Drawing No. 19-D4 or latest complete with units, base and other fittings, excavation of earth pit, casting of concrete foundation thereof as per note given in drawing, fixing in complete fittings of signal including termination of cables, painting and lettering as required. Foundation nuts & bolts of size 20 mm x 305 mm as per RDSO Drawing No. SA-110 A/M confirming to IS: 226 and IRS:S- 10/78 Rev.8.

Transportation, Wiring, Testing & Commissioning of LED Signals Lamps for Main signals Lighting Unit (i.e. Red/Yellow/Green) as per instruction of railway Engineer at the site. Note: LED particulars such as aspect, make, type, Sr. No. etc. to be recorded in proper in proper register.

Transportation, Wiring, Testing & Commissioning of LED Signals Lamps for Subsidiary signals lighting unit (i.e. Route aspect/Shunt Signal/Calling on aspect/A marker/AG marker etc.) as per instruction of railway Engineer at the site. Note: LED particulars such as aspect, make, type, Sr. No. etc. to be recorded in proper register. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Alterations/modifications works on Numbers existing relay rack (Q-series/ Composite Relay Racks)/Cable Termination Racks (CTR) including works of installation, wiring, termination, testing and commissioning. The work includes fixing of aluminium/steel/M. S ladder along with supply as per requirement to accommodate additional plug board, relays, terminals/blocks, terminals, tag blocks, fuses, transformers, bus bars, TW shelves/strips etc. in the existing relay racks/CTR's, 6 mm Hylam sheets of required length for writing terminal description etc. fixing and termination of cables on the relay racks, CTR's with number embossed ferrules, bunching of cables with PVC tapes, earthing of cable armours, covers including painting and lettering, making anti tilting arrangement. Note:- a) Relay rack (Q-series/ Composite Relay Racks) : Payments for alterations in existing relays upto 20 nos. relays & above 20 nos. shall be made 50% & 100% respectively. b) Cable Termination Racks (CTR):- Payments for alterations in existing CTR upto 120 cores & above 120 nos. cores shall be made 50% & 100% respectively.

Alteration/modification in existing Numbers location boxes, includes fixing/Removal or both the equipment, cable insertion, termination, wiring, testing & commissioning, two coat painting, lettering to suit the circuits as per approved wiring diagram. This includes filling with sand and plastering the same. Note: All the sundry materials such as paint, sand, cement, screws etc to be supplied by the contractor.

Alteration/Modification, commissioning, two coat painting, wiring, lettering of the existing Multi aspect signals/Shunt/Calling- On Signals to suit the circuit as per approved wiring diagram.

Cement Concrete of proportion cum 1:2:4 (Cement: Sand: Stone chips of 20mm nominal size) for miscellaneous works. It includes excavation, ramming of CC by using vibrator, curing and plastering with cement and sand mixture (aggregate will not exceed beyond 3.8 cm). Note: All materials required for foundation are to be supplied by the contractor. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Transportation, installation and Numbers wiring of Rotary key transmitters/KLCR on Hylam sheet board including wiring & fixing of push button bell switch on Hylam sheet of 12mm including termination, painting & lettering. The sundry materials such as Hylam sheet, push bell switch etc. to be supplied by contractor.

Removal of normally 13m Rail in Numbers the way of cable route trench, signal/location box foundation, track crossing etc. In case of less or more than 13 m, proportionate payment to be done. These obstructions will be removed by the contractor for ensuring proper execution of related works.

Removal of PSC/Wooden/Steel Numbers sleeper in the way of cable route trench, signal/location box foundation, track crossing etc. These obstructions will be removed by the contractor for ensuring proper execution of related works. Note: In case of broken sleepers, proportionate payment will be made.

Shifting of HASSDAC/SSDAC from Set old location and installation, wiring, testing and commissioning in new axle counter room/ location box. This includes fixing of DPs at site if shifting required, evaluator in relay room/ location box or goomties together with termination of cables, fixing and wiring of LV boxes, painting, lettering etc as required. Necessary insertion/modification on the control/ indication panel to be carried out as per site condition. Note: 1 set means one end of the block section.

Excavation of earth pit, placing & Numbers fixing of Earth electrode with construction of cement enclosure to SEM Drawing No. 19-D6 and drawl of 6 SWG GI/Copper cable from earth electrode to goomties/relay room/cabin/station, etc. and drawl of MS flat 35mm x 6mm for signal post/Location box shall be used as the case may be, including fixing at both ends of the wire/MS flat. This includes transportation of materials. Note: Materials such as charcoals, salt, sal ammoniac, 6 SWG GI wire, copper lugs with Steel bolts & nuts etc. shall be supplied by the contractor. MS flat 35mm x 6mm/Copper cable shall be supplied by Railway. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Installation of Single Maintenance Set Free Earth pit as per RDSO Drawing No. SDO / RDSO/ E&B/001 which includes the following, a) Digging/Auguring/Boring of single earth pit of 100mm to 125mm dia. to the depth of approx. 3 meter. b) Insertion of 3.0 meter electrode and penetrating it minimum 150 mm by pushing gently with sledge hammer where the natural soil is assumed. (c) Filling of earth pit with Earth Enhancement Compound (EEC) in slurry form and backfilling. (d) Carrying out exothermic weld connection on single earth electrode to a copper tape of 200 x 25 x 6 mm. (e) Carrying out exothermic weld connection on the copper tape of 200 x 25 x 6 mm on Earth Electrode for connecting two 35 Sq. mm cables for redundancy. (f) The exothermic welding material for bonding the earth system shall be procured from RDSO approved firms, which includes graphite modules, clamps, weld metal powders etc. (g) The dimension of the chamber will be of 300 x 300 x 300 mm (inside dimension) of RCC with 50mm thick and fine finish, Inspection chamber should be as per IEC 62561-5 or latest. The top RCC cover size shall be 400 mm X 400 mm X 50mm. The date of testing and earth resistance value shall be written on the cover with black base with yellow paint or as per instruction of site engineer.

Splicing of Optical Fiber Core and Numbers routing in joint closure/FDMS as per instruction of site Engineer. Note: Here unit Numbers means core.

Supply, installation of RCC joint chamber with two piece top cover and bottom cover with holes for drainage and cable entry, as per Drawing No. RDSO/TCDO/COP-21 or latest. This includes trenching for jointing pit of size min 1.5 m X 1.5 m X 1.2m for all types of soils, back filling and ramming of the pit after placing the joint closure and cable loop in the chamber including dry sand upto 600mm height without causing any damage to same and consolidation of soil as well as disposal of excess soil. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Execution of Straight joint on Numbers Quad cable/ jelly filled Telecom cable using Thermoshrink/Universal jointing kit (RTSF). This includes excavation of cable joint pit of size 1.5 m X 1.5 m X 1.2 m for jointing of cables, back filling and ramming after jointing. After jointing, the cable through test such as insulation test, continuity test etc. to be carried out jointly with Railway Engineer. If any defect or any damage is observed during jointing the contractor has to redo the joint free of cost. Note: In case jointing is required to be done in the Location boxes, then 80% payment will be released.

Transportation and fixing of Numbers following types of C.T. Box (Aluminium/Wago type) and termination of cable as per details of jointing schedule approved by the Railway Engineers. 20 pair C.T. Box/Krone type DP Box

Physical opening/locating of existing working cables by precision digging for diversion of cables in connection with cable clearance for engineering earth work or for utility shifting without interfering the circuits as per the advice of Railway site engineer.

Hiring machine in good working condition for earth cutting, levelling, dressing etc., of ground/dismantling structures including disposal of debris through dumpers/Shifting the location box or signal post with foundation etc. with contractor's labour including machine operator, fuel etc. Payment shall be made for actual working hours at site & proportionate payment to be made in case less than hours. Note: Vehicle shall not be more than 3 years old.

Supply, installation of RCC joint chamber with two piece top cover and bottom cover with holes for drainage and cable entry, as per Drawing No. RDSO/TCDO/COP-21 or latest. This includes trenching for jointing pit of size min 1.5 m X 1.5 m X 1.2m for all types of soils, back filling and ramming of the pit after placing the joint closure and cable loop in the chamber including dry sand upto 600mm height without causing any damage to same and consolidation of soil as well as disposal of excess soil. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Protection, reinstating of S & T gears by deputation of Fitter/wireman /Painter/welder/Mason/cable jointer i.e., Skilled labour for executing additional Signalling & Telecom portion of the works. The work can involve fixing, releasing, dismantling, replacement, painting or alteration of various signalling assets or parts, termination of cables, minor patch work on damages at location box, Plastering, concreting brick work, wiring alterations, cable jointing etc. as per instruction of Railway representative at site. The contractor has to carry materials to field and the released materials from site has to be taken back to the concerned SSE/Signal store. The contractor has to arrange necessary tools for carrying out the work as per Railway representative instruction. Total 6405444.00

Item Breakup - M-Execution of all works as per schedule

Horizontal manual pushing method (also called moling) at minimum depth of 1.5 meter below the formation level of earth as per decision of Engineer in charge. Boring diameter should be atleast 110mm. The ground level shall be considered ignoring the bank height of the bank of the road. Note: DWC/HDPE/GI Pipe Supply is covered under this item. Contactor shall provide all material required for work and adequate nos. of labours for proper laying of cables into the bore. Cable shall be laid cautiously so that it should not get damage due to rough handling & pressure on cable. Payment of boring shall be made only after laying of the cables into DWC/HDPE/GI pipe. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Transportation machine/Micro Tunnelling through Horizontal directional drilling (HDD) machine with accessories including handling of stores materials, preparation of sites, boring and laying of DWC/HDPE/GI pipes for crossing of S&T cable at bridges/culverts/track crossing/pucca road crossing. Boring diameter should be at least 110mm & shall be minimum 3 (three) meter below the river bed and minimum 1 m at track/road/pucca road crossing area etc. In case the site doesn't allow to perform as per schedule, written approval must be obtained from at least site in charge officer. The ground level shall be considered ignoring the bank height of the bank of the road. Note: DWC/HDPE/GI Pipe Supply is not covered under this item. Contactor shall provide all material required for work and adequate nos. of labours for proper laying of cables into the bore. Cable shall be laid cautiously so that it should not get damage due to rough handling & pressure on cable. Payment of boring shall be made only after laying of the cables into DWC/HDPE/GI pipe is laid in the bore. Total 937300.00

Item Breakup - N-Execution of all works as per schedule

Programming and Geo Tagging Kilometre bytaking latitude & longitude by usingIntegrated Locator or similar inExisting/New S&T cable route withDigital mapping through mobileapplication. Provision of soft andhard copy of Digital route plan,Geotagging Data long with Railwaytrack to cable distance on digitalmapping considering followingconditions; i. Survey of existingunderground cable using latesttechnology equipment like- CableRoute Tracer and having RTK basedGPS tagging facility using Catalystcorrection service capturing depthand location of U/G cables withGNSS coordinates with accuracy, &capturing distance of cable fromfixed structure/nearest track fromfixed structure/ nearest track.Preparation of such cable routeplan by using suitable softwaretools. Report will show location,depth of underground cables, anddistance from fixed structure/mastwith suitable intervals as decidedby Railway. Data to be handed overto railway after survey are: - (i)Soft copy/ Coordinates acquired asper the Railway requirement insuitable SER-CONST-HQ-ENGG/SOUTH EASTERN RLY USB. (ii) Hard copy ofcable route showing depth,Location (coordinates), distancefrom fixed structure, as decided byRailway representative, in 01Tracing & 02 copies of Final Paperprint. ii. S&T cable route locating byGeoTagging per Route Km ofTrench for signalling cable &Telecom cable etc, should be withaccuracy, with Minimum depth ofcable In trench based on GroundLevel at that location to beindicated. Data Output should bemapped provided on (.kml) formatwith integrated depth data ofcables mapped. iii. Equipmentutilized should have Utility mappingsoftware used on mobile phone(Mobile phone with Utility mappedsoftware should take data viaBluetooth from both Cable locator &RTK Global Navigation SatelliteSystem receiver with autocorrection service simultaneously toprovide integrated data output). iv.Additional map required with Cabledistanc from nearest Track to beincluded and provided as hard copymap with G coordinates of cablementioned. Cable Join locations tobe indicated in Route Map. v.Separate colour code to be used fordifferen trench for S&T cables, ifapplicable. vi. In Route Map, GeoTagging may be placed a aninterval distance of 20 metre foapproximate straight path. Fortrack crossing diversion, culvert,jointing locations, interva distance shall be less than 20Mtrs or as pesite condition. viiData output tobe provided on: 1. USB 2. Hardcopy print Training on Geo - Taggingof cable Route to be included. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Supply of GNSS based cable Numbers routetracer kit with receiver with built inmount for GNSS receiver, 12W orhigher power transmitter with >=130V Voltage boost, suitable fordetecting & mapping undergroundcables with accuracy up to 25 cm,with current direction up/downarrows. Supply shall include locating receiver with RTK receiver powered by locator receiver,transmitter, compatible dual Bluetooth android phone, mobile application pre-installed in android device with 5 years subscription & PC database software access fordirect map generation & downloadincluding depth data, 5 years subscription for GNSS correctionservice & standard accessories, perspecification attached. Make/Model:Rycom Pathfinder PLDL Routelocator with Trimble DA2 GNSSreceiver or similar. Inspection by RITES. Note-1: Item should be compatible to execute with item no.1 above. Note-2: Authorization MOU from OEM/Authorized Indian representative of OEM of underground cable locating and GNSS Mapping tools. In case OEM is located outside India it should have authorized training, repair and service center facility in India certificate should be provided. Hardware and software should provide should not have malicious code. The OEM or there authorized presentative shall have service facility in India. Self -declaration of OEM having service facility in India or service center authorization letter to it's representative in Total 1481752.23

Item Breakup - O-Execution of all works as per schedule

Supply of Steel Apparatus case Numbers Full height as per Drawing No. SK/Drg./OL/SER /198 or latest with E type lock . E-type lock & their key ward No. will be decided by site engineer as per Specification No. IRS: S-10/78 with Rev. 8 or latest. Supply of Hylam sheets is not covered under this scope. This includes supply of one key & handle for each four Apparatus Case or minimum one.

Supply of Steel apparatus case Numbers (Half) type as per Drawing No. RE/S&T/ALD/SK/ 220/82 Alt.A and 221/82 with Alt. B or latest with E type lock. E type & their key ward No. will be decided by site engineer as per Specification No. IRS:S10/78 with Rev. 8 or latest. This includes one key & handle for each four Apparatus Case or minimum one. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Supply of Steel Apparatus Case Numbers (Quarter) as per Drawing No. RE/S&T/ALD/SK/227/ 82 or latest with E type lock. E type lock & key ward no. will be decided by site engineer as per Specification No. IRS:S-10/78 with Rev. 8 or latest. This includes one key & handle for each four Apparatus Case or minimum one.

Supply of Earth Electrode as per Set Drawing No. 19-D6 of SEM2021 or latest. GI pipe confirming to IS:1239 or latest of 3.17 mm thickness, minimum 2.5 m long, 50.8 mm diameter, 4.76 mm diameter drilled holes staggered at distance of 152.4 mm.

Supply of HDPE pipe as per Kilometre Specification No. RDSO/SPN/TC/45/2013 Rev-2.0 or latest with OD/ID of size 50mm/42mm with suitable couplers, plugs, end caps, spacer, T band etc. as required during execution at the site.

Supply of Point Junction Box with Numbers angle size 50x50x6x100 mm & without PBT terminal for point machine as per approved drawing.

Supply of Thermo-shrink jointing Numbers (TSF) kits for jointing underground Quad cable of size 0.9mm/1.4mm diameter conductor for straight/condenser/Y- (Derivation)/Loading Coil/Transformer Joints as per Specification No. IRS-TC77/2012 Rev.3 with Amd. 3.0 or latest.

Supply of 35 mm x 6 mm thick MS Metre Flat Plate Strip as per IS: 226-1975 or latest for earth connection to Signal post, L/Box etc. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Supply of basic material to Numbers construct unit Maintenance Free Earth for Single Earth consisting as per Spec. No. RDSO/SPN/197/2016 Ver 1.0 or latest, bonding connections drawing no. SDO/ RDSO/E&B/002 or latest are as under, (a) Copper bonded steel electrodes of 3.0 m long, 17.0 mm diameter with copper bonding thickness of min 250 micron and UL listed and marked -1 No. (b) Earth Enhancement compound supplied in sealed bags of min 30-35 Kg.- 1 No. (c ) Copper Strip of 200mm x 25mm x 6mm to exothermically welded to Earth electrode- 1 No. (d) Copper Strip of 300mm x 25mm x 6mm (MEEB) - 1 No.(e) Copper Strip of 150mm x 25mm x 6mm (SEEB)- 1 No. It also includes supply of (i) 35 Sq. mm Multi- strand Single Core PVC insulated Copper Connector as per IS:694 for connecting Main Earth Electrode to MEEB in the equipment room in duplicate.-10 meter (ii) 16 Sq. mm Multi-strand Single Core PVC insulated Copper Connector as per IS:694 for connecting MEEB to SEEB and SPDs to MEEB.-10 meter (iii) 10 Sq. mm Multi-strand Single Core PVC insulated Copper Connector as per IS:694 for connecting various equipment to SEEB- 10 meter.

Supply of 20 Pair CT box made of Numbers 16 SWG CRC sheet with disconnection and reconnection (wago type). The CT Box should be grey colour powder coated with terminal, washer, nut & bolt should be of brass. There shall also be locking arrangement.

Supply of metallic Colour Light Numbers Signal, Multi Unit type Two Aspect complete but without lamp holder, lenses & transformers as per IRS:S-26/64 or latest and RDSO Drawing No. SA23003 A/M (Adv.) or latest. Mounting socket including its material shall be as per RDSO Drawing No. S 23005/M or latest for mounting on 140 mm outside diameter post.

Supply of metallic Colour Light Numbers Signal, Multi Unit type Three Aspect complete but without lamp holder, lenses & transformers as per IRS:S-26/64 or latest and RDSO Drawing No. SA23002 A/M (Adv.) or latest. Mounting socket including its material shall be as per RDSO Drawing No. S 23005/M or latest for mounting on 140 mm outside diameter post. SER-CONST-HQ-ENGG/SOUTH EASTERN RLY

Supply of metallic Colour Light Numbers Signal, Multi Unit type Four Aspect complete but without lamp holder, lenses & transformers as per IRS:S-26/64 or latest and RDSO Drawing No. SA23001 A/M (Adv.) or latest. Mounting socket including its material shall be as per RDSO Drawing No. S 23005/M or latest for mounting on 140 mm outside diameter post.

Supply of Shunt Signal Position Numbers Light type complete with base, post etc. as per Drg. No.SA- 23840 (Adv.) Alt '1' or latest, S-23203 or latest and Drg. No. 23845(Adv.) or latest for 90 mm dia. mounting socket as per Specification No. IRS: S-10/78 with Rev. 8 or latest. Total 1207472.00

Item Breakup - P-Execution of all works as per schedule

ISI Marked HDPE pipe 110mm dia Metre conforming to IS.4984 or latest. Made of virgin material and grade of PE63 pressure at 30 degree centigrade PN6 coil type or 6Mtr Length Pipe. Colour: Black. Make: VENUS, Amatron, Apollo, Surya, Finolex or equivalent. Total 192635.00