(i) Construction of Subway with Pre-Cast RCC Box in lieu of LC No.131 in VM - TPJ (main line) section and (ii) Construction of Subway with Pre-Cast RCC Box in lieu of LC No.189 in VM - TPJ (chord line) section.

Description:- Installation of pre cast RCC box by air pushing technique in lieu of manned level crossings as per Railways plans - vide Annexure. Above/ Please see Item Breakup for details. 40829.60 5.36 43018.07 Below/P ar 3 Description:- Temporary arrangements (Temporary staging similar to plan no: RDSO/B-1484/5(Alt- 2) or RDSO/B-11043 and Temporary girder plan no. RDSO/11041-R or RDSO/B-11039R or BE.1228/84 BG. (ALT.2) Above/ Please see Item Breakup for details. 8935445.49 5.36 9414385.37 Below/P ar

trough and retaining wall) as per Railways plans - vide Annexure TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY Above/ Please see Item Breakup for details. 783594.55 5.36 825595.22 Below/P

Description:- Height gauge as per plan.no. RDSO/M-0001 (Alt-3) Above/ Please see Item Breakup for details. 460953.24 5.36 485660.33 Below/P

Description:- Collection well with pumping room as per plan no. CBE/TP/266/2015 S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () A2-All items which are covered by CPWD-DSR 2021 for Tiruchchirappalli Division - Except supply of reinforcement steel. (The tenderer/contractor shall quote a rate 'at par' or a collective percentage above or below the advertised value of 9723567.35 schedule 'A2' (The advertised value is inclusive of Railways escalation over CPWD- DSR 2021 basic value)-LC No.131 Above/ Please see Item Breakup for details. 9375157.35 AT Par 9375157.35 Below/P

Description:- Approach road (General arrangements of railway drain, sump, roof trusses, RCC trough and retaining wall) as per Railways plans - vide Annexure. Above/ Please see Item Breakup for details. 45310.70 AT Par 45310.70 Below/P

Description:- Height gauge as per plan No. RDSO/M-0001 (Alt-3) Above/ Please see Item Breakup for details. 303099.30 AT Par 303099.30 Below/P

Description:- Collection well with pumping room as per plan no. CBE/TP/266/2015 S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () A3-All items which are covered by SR-USSOR-2021 for Tiruchchirappalli Division - Except supply of cement and reinforcement steel. (The tenderer/contractor shall quote a rate 'at par' or a collective percentage above or below the advertised 14598884.24 value of schedule 'A3' (The advertised value is inclusive of Railways escalation over SR-USSOR 2021 basic value) -LC No.189 Above/ Please see Item Breakup for details. 3737894.89 5.36 3938246.06 Below/P ar 1 Description:- Bridge proper: Construction of subway with Pre-Cast RCC Box of size 4.5m x 4.5m in lieu of level crossing No.189 at KM.250/500-600 between Mathur and Sendurai stations in Villupuram-Tiruchchirappalli (Chord line) section. Above/ Please see Item Breakup for details. 1552008.12 5.36 1635195.76 Below/P

Description:- Installation of pre cast RCC box by air pushing technique in lieu of manned level crossings as per Railways plans - vide Annexure. Above/ Please see Item Breakup for details. 40829.60 5.36 43018.07 Below/P ar 3 Description:- Temporary arrangements (Temporary staging similar to plan no: RDSO/B-1484/5(Alt- 2) or RDSO/B-11043 and Temporary girder plan no. RDSO/11041-R or RDSO/B-11039R or BE.1228/84 BG. (ALT.2) Above/ Please see Item Breakup for details. 7607609.30 5.36 8015377.16 Below/P

Description:- Approach road (General arrangements of railway drain, sump, roof trusses, RCC trough and retaining wall) as per Railways plans - vide Annexure Above/ Please see Item Breakup for details. 783594.55 5.36 825595.22 Below/P ar

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY Above/ Please see Item Breakup for details. 134255.86 5.36 141451.97 Below/P

Description:- Collection well with pumping room as per plan no. CBE/TP/266/2015 S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () A4-All items which are covered by CPWD-DSR 2021 for Tiruchchirappalli Division - Except supply of reinforcement steel. (The tenderer/contractor shall quote a rate 'at par' or a collective percentage above or below the advertised value of 7376255.30 schedule 'A4' (The advertised value is inclusive of Railways escalation over CPWD- DSR 2021 basic value)-LC No.189 Above/ Please see Item Breakup for details. 7161281.60 AT Par 7161281.60 Below/P

Description:- Approach road (General arrangements of railway drain, sump, roof trusses, RCC trough and retaining wall) as per Railways plans - vide Annexure. Above/ Please see Item Breakup for details. 46888.10 AT Par 46888.10 Below/P

Description:- Height gauge as per plan No. RDSO/M-0001 (Alt-3) Above/ Please see Item Breakup for details. 168085.60 AT Par 168085.60 Below/P

Description:- Collection well with pumping room as per plan no. CBE/TP/266/2015 S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () A5-Supply of Cement only - Item/All Items which is/are covered by SR- USSOR 2021 under Schedule-A1 only for Tiruchchirappalli Division and Specifications (The tenderer/contractor shall quote a rate 'at par' or a collective percentage above 14030031.19 or below the advertised value of schedule 'A1' and 'A3' (The advertised value is inclusive of Railways escalation over SR-USSOR 2021 basic value) Above/

Description:- Supply and using Cement at Worksite Ordinary Portland Cement 43 grade approved brands/makes S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () A6-Supply of reinforcement steel only - Item/All Items which is/are covered by USSOR-2021 under Schedule-A1 & A3 and CPWD-DSR 2021 under Schedule--A2 & A4 for Tiruchchirappalli Division and CPWD Specifications-2019. (The 32329941.60 tenderer/contractor shall quote a rate 'at par' or a collective percentage above or below the advertised value of schedule 'A6' (The advertised value is inclusive of Railways escalation over CPWD-DSR 2021 basic value) Above/ 5.22.6 360624.00 Kg 89.65 32329941.60 AT Par 32329941.60 Below/P ar 1 Description:- REINFORCED CEMENT CONCRETE // STEEL REINFORCEMENT // Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () B1-Items which are not covered by Unified Standard Schedule of rates

shall quote unit rate). - LC No.131

1 TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY 1 Description:- Supply of Completion Drawing as per work done at site in Ao /A1 size in scale of 1:100 showing the details of Plan, Elevation, Longitudinal section and Cross section of completed bridge/LUS. The Completion Drawing to be prepared in Auto CAD. A draft print out of the completed drawing to be submitted to SSE/Drg , bridge section of this office along with site details signed by the SSE/Works & ADEN for scrutiny and taking the final print out of completion drawing on good quality tracing film. All men and materials & conveyance etc., by the contractor. Payment will be made after the acceptance of competent authority.

Description:- Exploratory drilling of boreholes down to required depth, Drilling of 150mm dia. boreholes in all type of soils except hard rock & large boulders (boulder core more than 30cm)

rigs with power operated winches as well as percussion/chiseling tool for advancing through occasional seams of hard strata to be employed, where necessary in Dry area with all lead and lifts etc., complete and as directed by the Engineer-in-charge.

record of investigations,laboratory test reports and calculations in approved format as directed by the Engineer-in-charge.

Description:- Extra over item.No.031130 for using RH / Temporary girder of length above 16.3m

capacity. Note: The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. No additional payment will be made for standby crane

Description:- Design of sheet pile will be inside the scope of the work & shall be approved by Geotechnical consultant, Supplying, Cutting, Fixing and Fabricating Steel Sheet pile of required shape, size, thickness, depth and weight conforming to IS-2314 including loading, unloading, leading assembling and driving at site as directed by site engineer including all labour, material and taxes as a complete job. Work shall be executed as per provisions of Appendix-VII of IRS-BI-2001 and provisions contained in chapter 21 of Indian Railway Unified standard specifications. Note: 1. The

traffic cum OHE Blocks will be arranged and provided normally of duration varying from 90min to 120min daily. 3. Minimum 2no of vibro hammers haveto be deployed in order to optimize the use of traffic cum OHE block. 4. Since the block is to be carried out,at manned and interlocked level crossings, all out efforts will be made to provide the site clear of S&T and other cable. 5. The work is to be executed in close vicinity of running track having 25KV traction, all necessary protection and precaution will have to be taken. 6. Arrangement for Gas cutting Equipment must be made by the contractor during the block to clear and infringement happening due to sheet piling"

Description:- Rebate for the sheet pile taken out after completion of block for launching of RCC

Vibro Hammers have to bedeployed in order to optimize the use of traffic cum OHE shadow block. 2. Minimum permissible retention time for sheet pile at site will be 6 months. 3.The released material shall be the property of contractor.

Description:- Leading of temporary arrangements viz, Temporary girder, staging etc., to drg no/or

including loading, leading by suitable capacity trailor truck ,unloading and assembling the girder and providing all fittings including all lead, lift,tools and plants, labour etc., complete and as directed by Engineer in charge. a)initial lead up to 20kms

Description:- Leading of temporary arrangements viz, Temporary girder, staging etc., to drg no/or

including loading, leading by suitable capacity trailor truck ,unloading and assembling the girder and providing all fittings including all lead, lift,tools and plants, labour etc., complete and as directed by Engineer in charge. b)Beyond 20kms

9 TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY 9 Description:- Providing and fixing permanently colour coated trapezoidal profiled sheet of depth 28-30mm at 195- 205mm pitch distance with precisely engineered 'Rib & Flute" design. Profiled sheets shall be min. 0.5mm TCT/0.45mm BMT high tensile zinc aluminium alloy coated zincalume / galvalume steel sheet (550 mpa yield strength) having a coating of mass of 150 gsm zinc-aluminium coating AZ-150 total on both sides as per, AS 1397:1993 finished with 20 microns approved colour coating of Silicon Modified Polyester (SMP) / Super Polyester paint coat on exposed surface over a primer coat of 5 microns and a back coat of 5 microns on reverse side over a 5 microns primer coat. There shall be 2 small ribs/square flutes between profiles for providing additional strength. The sheet to be fixed over the purlins with hexagonal head self drilling suitable fasteners with neoprene / EPDM washer on crests of the sheet including all lead, lift,tools and plants, labour etc., complete and as directed by Engineer in charge.

Description:- Provision of temporary diversion to the existing level crossing at appropriate location,forming approach road from the embankment with the same slope as exists, duly cutting

painting and finishing the LC surface, providing a layer of moorum top of thickness not less than 15cm, connecting the temporary approach road to the existing road to facilitate construction of subway in the same alignment to level crossings etc., complete by the contractor and as directed by Engineer's representative.

Description:- Supply, installation and commissioning of air cooled 10HP diesel pump of approved make with self priming water pump assembley (size 3"x3") with frame, trolley, coupling set, tyre

complete including suction pipe and delivery pipe with foot valve of required length and commissioning with all materials, labor, tools and plants, machinery, consumables etc. complete by the contractor and as directed by the Engineer in-charge. S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Schedule () B2-Items which are not covered by Unified Standard Schedule of rates

shall quote unit rate). - LC No.189

Description:- Supplying providing and fixing 5 mm thick Geosynthetic composite concrete canvas

proof and fireresistant concrete layer within 24hrs) in the joints of RCC box segments of small opening bridges / subway / limited height box subway and other required work with all contractor's materials, adhesives, tools labours etc complete

Description:- Supply of Completion Drawing as per work done at site in Ao /A1 size in scale of 1:100 showing the details of Plan, Elevation,Longitudinal section and Cross section of completed

quality tracing paper after checked by the SSE/Drg , bridge section of thi soffice along with site details signed by the SSE/Works &ADEN. All men and materials & conveyance etc by the contractor. Payment will be made after getting approval of drawings from competent authority.

Description:- Drilling Borehole of 100/150mm diameter using rotary drilling rig,Bore hole in all types of soil upto 10m, deep or very dense/very hard strata having N value more than 50, whichever is met earlier, (i) Conducting standard penetration test at regular intervals at 1.5m (ii) Collecting

cohesive soil layers (iii) observing and recording ground water table at 24 Hours Transportation if required to correlating with the BoreHole point fields details and its location, instruments, Working Platforms, Ladder, water arrangments etc., with all labour tools and plants, lead and lift, consumables, are to be borne by the contractor at his own cost and as directed by the Engineer's representative

Description:- Carrying out necessary labortory tests like determination of Classification of soil content, natural moisture content, Free Swell Index, Shrinkage Limit, Liquid Limit, Plastic Limit,

Conducting tests in the very dense/ very hard soil strata upto N value of 50, whichever or is met earlier(if the observed N values are more than 50 the same shall be ascertained in further depths of minimum 3m,Safe Bearing Capacity of Soil all tools and plants of testing equipments and charges., directed by the Engineer's representative

5 TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY 5 Description:- Extra over item.No.031130 for using RH / Temporary girder of length above 16.3m and up-to 26.00 using Road crane capacity of 80 MT Note: The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes.

Description:- Design of sheet pile will be inside the scope of the work & shall be approved by Geotechnical consultant, Supplying, Cutting, Fixing and Fabricating Steel Sheet pile of required shape, size, thickness, depth and weight conforming to IS-2314 including loading, unloading, leading assembling and driving at site as directed by site engineer including all labour, material and taxes as a complete job. Work shall be executed as per provisions of Appendix-VII of IRS-BI-2001 and provisions contained in chapter 21 of Indian Railway Unified standard specifications. Note: 1. The

necessary traffic cum OHE Blocks will be arranged and provided normally of duration varying from 90min to 120min daily. 3. Minimum 2no of vibro hammers haveto be deployed in order to optimize the use of traffic cum OHE block. 4. Since the block is to be carried out,at manned and interlocked level crossings, all out efforts will be made to provide the site clear of S&T and other cable. 5. The work is to be executed in close vicinity of running track having 25KV traction, all necessary protection and precaution will have to be taken. 6. Arrangement for Gas cutting Equipment must be made by the contractor during the block to clear and infringement happening due to sheet piling"

Description:- Rebate for the sheet pile taken out after completion of block for launching of RCC

Vibro Hammers have to bedeployed in order to optimize the use of traffic cum OHE shadow block. 2. Minimum permissible retention time for sheet pile at site will be 6 months. 3.The released material shall be the property of contractor.

Description:- Leading of temporary arrangements viz, Temporary girder, staging etc.,to drg no/or

including loading,leading by suitable capacity trailor truck ,unloading and assembling the girder and providing all fittings including all lead, lift,tools and plants ,labour etc complete and as directed by Engineer in charge (a)initial 20kms

Description:- Leading of temporary arrangements viz, Temporary girder, staging etc.,to drg no/or

including loading,leading by suitable capacity trailor truck ,unloading and assembling the girder and providing all fittings including all lead, lift,tools and plants ,labour etc complete and as directed by Engineer in charge (b) Beyond initial lead of 20kms

Description:- Providing and fixing permanently colour coated trapezoidal profiled sheet of depth 28-30mm at 195- 205mm pitch distance with precisely engineered 'Rib & Flute" design. Profiled sheets shall be min. 0.5mm TCT/0.45mm BMT high tensile zinc aluminium alloy coated zincalume / galvalume steel sheet (550 mpa yield strength) having a coating of mass of 150 gsm zinc-aluminium

coating of Silicon Modified Polyester (SMP) / Super Polyester paint coat on exposed surface over a primer coat of 5 microns and a back coat of 5 microns on reverse side over a 5 microns primer coat. There shall be 2 small ribs/square flutes between profiles for providing additional strength. The sheet to be fixed over the purlins with hexagonal head self drilling suitable fasteners with neoprene / EPDM washer on crests of the sheet

Description:- Provision of temporary diversion to the existing level crossing at appropriate location,forming approach road from the embankment with the same slope as exists, duly cutting

painting and finishing the LC surface, providing a layer of moorum top of thickness not less than 15cm, connecting the temporary approach road to the existing road to facilitate construction of subway in the same alignment to level crossings etc., complete by the contractor and as directed by Engineer's representative.

Description:- Supply, installation and commissioning of 5HP diesel pump with all accessories

all materials, labor, tools and plants, machinery, consumables etc. complete by the contractor and as directed by the Engineer in-charge

collective percentage above or below the advertised value of schedule 'A1' (The advertised value is

inclusive of Railways escalation over SR-USSOR 2021 basic value) - LC No.131

Bridge proper: Construction of subway with Pre-Cast RCC Box of size 4.5m x 4.5m in lieu of level

Item- 1 crossing No.131 at KM.175/100-200 between SXR-TUY stations in Villupuram-Tiruchchirappalli (Main

S No. Item Description of Item Unit Qty Rate Amount

1 022040 P r o v id in g and laying in position machine cum 7.00 4561.69 31931.83

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

2 022060 Providing and laying Plain Cement Concrete cum 14.00 4630.33 64824.62

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.

3 024010 P r o v i d i n g and casting machine batched, cum 140.00 5017.86 702500.40

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.

Centering and shuttering including strutting,

propping etc. and removal of form for :

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

4 025031 All types of bridge sub-structures, e.g. pier, Sqm 310.00 765.08 237174.80

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

5 052030 Supply and laying of quarry dust including cum 14.00 2052.25 28731.50

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

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).

6 052071 Neat Cement Grout with 20% anti shrinkage Kg 500.00 430.58 215290.00

compound w.r.t. cement.

7 052260 Dewatering of natural or accumulated water HP 3600.00 74.78 269208.00

from any location. Payment to be done for Hour

Horse power of pump multiplied by pumping

8 181030 Dismantling exiting Rail Height Gauge carefully Each 2.00 4023.98 8047.96

and stacking the released material in countable

m a n n e r , free from any infringements as

directed by Engineer in-Charge including

removal of cement concrete foundation and

making surface clean.

9 181040 Dismantling existing lifting barrier along with Set 1.00 24308.63 24308.63

winch assembly and other components like

boom, fringes, locking arrangements, pedestal,

boom rest, locking rods/wires, pulley stakes,

turn out wheels, 'A' base and other materials

connected with functioning of lifting barrier,

removing engineering indicators on track and

level crossing road signages without any

damage including demolishing concrete base of

existing structures, filling, ramming and

levelling the ground disturbed during

demolition, clearing debris and stacking all

released material in a neat and countable

manner and clear of infringements, as directed.

Note: Barriers on both sides of level crossing

constitute one set.

Installation of pre cast RCC box by air pushing technique in lieu of manned level crossings as per

Railways plans - vide Annexure.

S No. Item Description of Item Unit Qty Rate Amount

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

1 031130 Casting and installation of single/twin RCC box cum 209.00 4591.74 959673.66

of all sizes with or without common web section

after supporting the track on temporary girders

including design of pushing scheme, thrust bed,

casting of all RCC components, with specified

grade of controlled concrete, pushing it in

correct position and alignment below Railway

track/Road following all measures of track

safety by 'Air pushing technique" as per

approved drawings/scheme, in all types of soils

with disposal of surplus earth away from vent

up to 1 Km, fixing arrangement for all services

& utilities including parapet walls on both sides,

wearing course, foot paths, plaques, drainage

arrangements etc. and all other incidental

works to complete the ROB/RUB/Canal crossing

in all respect as per specifications to the

satisfaction of Engineer-in-Charge. Note: (1) The

rate includes all items of work/supplies for

complete job in all respects except "cost of

Reinforced cement concrete, cement,

reinforcement & shuttering" of (i) main RCC

Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet

wall and (v) wearing Course only, which shall be

paid extra under relevant items of USSOR. (2)

The CC Cribs as required and Temporary Girder

shall be supplied by Railways at available

location. (3) Transportation of Temporary Girder

to site shall be paid separately under relevant

item.. (4) The payment for this item shall be

made for the clear inner cross section area of

the parent RCC Box/Boxes and barrel length i.e.

clear inner volume of parent RCC Box/Boxes.

Temporary arrangements (Temporary staging similar to plan no: RDSO/B-1484/5(Alt-2) or RDSO/B-

11043 and Temporary girder plan no. RDSO/11041-R or RDSO/B-11039R or BE.1228/84 BG. (ALT.2)

S No. Item Description of Item Unit Qty Rate Amount

1 092030 25mm gap 'in-situ' welding during traffic block Each 16.00 1806.57 28905.12

using Railway's welding portion & Welder 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 joint, 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. Only welding

portion and related accessories as per

Annexure - I and Welder shall be supplied by

Railways. 2. Hydraulic Weld trimmer shall be

used for chipping and profile Grinder for

finishing. 3. 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

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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

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.

Approach road (General arrangements of railway drain, sump, roof trusses, RCC trough and

retaining wall) as per Railways plans - vide Annexure

S No. Item Description of Item Unit Qty Rate Amount

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.

2 022040 P r o v id in g and laying in position machine cum 770.00 4561.69 3512501.30

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

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

P r o v id in g and laying in position machine

batched, machine mixed and machine vibrated

Cement Concrete of specified grade as per

approved Design Mix (mixed in Mobile Concrete

Batching/Mixing Plant at site or RMC from

approved plants) using 20mm graded crushed

stone aggregate and coarse sand of approved

quality for the following Reinforced cement

concrete structural elements up to height of 9.0

m from foundation top level, including finishing,

using Plasticiser in approved proportions (as per

IS:9103), to modify workability without

impairing strength and durability complete as

per specifications and direction of the Engineer

in charge. N o t e : 1. Payment for cement,

reinforcement and shuttering shall be made

extra under relevant item. 2. Plasticiser shall

invariably be used in approved proportion to

increase workability with minimum possible

quantity of cement for all grade of Design Mix

Concrete unless it is specifically approved citing

reasons for not using plasticiser at the stage of

Mix Design and in that case deduction shall be

made as per relevant item.

4 022060 Providing and laying Plain Cement Concrete cum 260.00 4630.33 1203885.80

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.

5 052030 Supply and laying of quarry dust including cum 161.00 2052.25 330412.25

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

Hiring of machinery for minor miscellaneous

works for short duration including

operator/driver, fuel, lubricants and

consumable. The contractor shall arrange all

statutory permits as required by rules and

regulations prevailing in the area of work.

Payment shall be made for actual working

6 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 80.00 867.49 69399.20

minimum 1.10 cum bucket capacity

Item- 5 Height gauge as per plan.no. RDSO/M-0001 (Alt-3)

S No. Item Description of Item Unit Qty Rate Amount

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN 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.

Providing and laying in position Plain cement

concrete of specified Nominal Mix for

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

graded stone aggregate 20 mm nominal size)

3 022060 Providing and laying Plain Cement Concrete cum 4.00 4630.33 18521.32

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.

4 041370 Supplying fabricating and erecting welded MT 6.00 113537.08 681222.48

and/or bolted and/or riveted steel work in built

up sections, trusses and framed work, staging,

racks, Height Gauge etc. for Steel Structures

other than bridge girders, using RSJ, tees,

angles and channels/flats, plates, gussets,

round or square bars, cleats, bolts etc., with

contractors own steel including cutting,

bending, straightening, drilling, riveting,

hoisting, fixing, erecting, welding, bolting etc.,

with Providing stiffeners wherever required as

per approved drawing including applying a

priming coat of a approved steel primer with all

contractor's materials, labour, tools & plants,

lead & lift including crossing of tracks if

required etc., complete as per specification and

as directed by Engineer-in-charge. Note: The

payment shall be made on the theoretical

weight of main components and gusset plates

5 052030 Supply and laying of quarry dust including cum 4.00 2052.25 8209.00

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

Item- 6 Collection well with pumping room as per plan no. CBE/TP/266/2015

S No. Item Description of Item Unit Qty Rate Amount

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

1 013080 Shoring with 'Z' section MS sheet piles side by Sqm 120.00 1010.15 121218.00

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.

2 022040 P r o v id in g and laying in position machine cum 11.00 4561.69 50178.59

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

P r o v id in g and laying in position machine

batched, machine mixed and machine vibrated

Cement Concrete of specified grade as per

approved Design Mix (mixed in Mobile Concrete

Batching/Mixing Plant at site or RMC from

approved plants) using 20mm graded crushed

stone aggregate and coarse sand of approved

quality for the following Reinforced cement

concrete structural elements up to height of 9.0

m from foundation top level, including finishing,

using Plasticiser in approved proportions (as per

IS:9103), to modify workability without

impairing strength and durability complete as

per specifications and direction of the Engineer

in charge. N o t e : 1. Payment for cement,

reinforcement and shuttering shall be made

extra under relevant item. 2. Plasticiser shall

invariably be used in approved proportion to

increase workability with minimum possible

quantity of cement for all grade of Design Mix

Concrete unless it is specifically approved citing

reasons for not using plasticiser at the stage of

Mix Design and in that case deduction shall be

made as per relevant item.

4 022060 Providing and laying Plain Cement Concrete cum 5.00 4630.33 23151.65

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.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

5 052030 Supply and laying of quarry dust including cum 5.00 2052.25 10261.25

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

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).

Schedule A2-All items which are covered by CPWD-DSR 2021 for Tiruchchirappalli Division - Except

supply of reinforcement steel. (The tenderer/contractor shall quote a rate 'at par' or a collective

percentage above or below the advertised value of schedule 'A2' (The advertised value is inclusive

of Railways escalation over CPWD-DSR 2021 basic value)-LC No.131

Approach road (General arrangements of railway drain, sump, roof trusses, RCC trough and

retaining wall) as per Railways plans - vide Annexure.

S No. Item Description of Item Unit Qty Rate Amount

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Centering and shuttering including strutting,

propping etc. and removal of form work for :

1 4.3.1 Foundations, footings, bases for columns Sqm 96 307.95 29563.2

5.0 REINFORCED CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 399 307.95 122872.05

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 3360 669.55 2249688

3 pilasters, butteresses, plinth and string courses

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 457 804.25 367542.25

5.33S DESIGN MIX CONCRETE

Providing and laying in position ready mixed or

site batched design mix cement concrete for

reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from

natural sources, Portland Pozzolana / Ordinary

Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to

improve durability and workability without

impairing strength; including pumping of

concrete to site of laying, curing, carriage for all

leads; but excluding the cost of centering,

shuttering, finishing and reinforcement as per

direction of the engineer-in-charge; for the

following grades of concrete. Note: Extra

cement up to 10% of the minimum specified

cement content in design mix shall be payable

separately. In case the cement content in

design mix is more than 1.10 times of the

specified minimum cement content, the

contractor shall have discretion to either re-

design the mix or bear the cost of extra cement.

5.33.2 All works above plinth level upto floor V level

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

5.33.2.1 Concrete of M25 grade with minimum cement cum 34 10306.2 350410.8

content of 330 kg /cum

6.0 MASONRY WORK

Brick work with common burnt clay F.P.S. (non

6.1 modular) bricks of class designation 7.5 in

foundation and plinth in:

10.0 STEEL WORK

10.2 Structural steel work riveted, bolted or welded Kg 4550 111.95 509372.5

in built up sections, trusses and framed work,

7 including cutting, hoisting, fixing in position and

applying a priming coat of approved steel

primer all complete.

Steel work in built up tubular (round, square or

rectangular hollow tubes etc.) trusses etc.,

including cutting, hoisting, fixing in position and

applying a priming coat of approved steel

primer, including welding and bolted with

special shaped washers etc. complete.

10.19 Providing and fixing mild steel round holding Kg 311 88.5 27523.5

9 down bolts with nuts and washer plates

Steel work welded in built up sections/ framed

work, including cutting, hoisting, fixing in

10.25 position and applying a priming coat of

approved steel primer using structural steel etc.

10.25.2 In gratings, frames, guard bar, ladder, railings, Kg 2247 142.3 319748.1

brackets, gates and similar works

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

Wall painting with acrylic emulsion paint of

13.60 approved brand and manufacture to give an

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

15.0 DISMANTLING AND DEMOLISHING

Dismantling manually/ by mechanical means

including stacking of serviceable material and

15.43 disposal of unserviceable material within 50

metres lead as per direction of Engineer-in-

16.0 ROAD WORK

16.1 Preparation and consolidation of sub grade with Sqm 560 180.5 101080

power road roller of 8 to 12 tonne capacity after

excavating earth to an average of 22.5 cm

depth, dressing to camber and consolidating

with road roller including making good the

undulations etc. and re-rolling the sub grade

and disposal of surplus earthwith lead upto 50

16.3 Supplying and stacking at site.

16.49S MISCELLANEOUS

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

16.75 Providing and laying C.C. pavement of mix M-25 cum 40 8277.55 331102

with ready mixed concrete from batching plant.

The ready mixed concrete shall be laid and

finished with screed board vibrator , vacuum

dewatering process and finally finished by

floating, brooming with wire brush etc.

complete as per specifications and directions of

Engineer-in-charge. (The panel shuttering work

shall be paid for separately). (Note:- Cement

content considered in this item is @ 330

kg/cum. Excess/less cement used as per design

mix is payable/ recoverable separately).

16.79 Providing, laying, spreading and compacting cum 100 2803.65 280365

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

19 in uniform layers with mechanical paverfinisher

in sub- base / base course on well prepared

surface and compacting with vibratory roller of

8 to 10 tonne capacity to achievethe desired

density, complete as per specifications and

directions of Engineer-in-Charge.

Item- 2 Height gauge as per plan No. RDSO/M-0001 (Alt-3)

S No. Item Description of Item Unit Qty Rate Amount

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Centering and shuttering including strutting,

propping etc. and removal of form work for :

1 4.3.1 Foundations, footings, bases for columns Sqm 50 307.95 15397.5

10.0 STEEL WORK

10.19 Providing and fixing mild steel round holding Kg 136 88.5 12036

2 down bolts with nuts and washer plates

13.0 FINISHING

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

Item- 3 Collection well with pumping room as per plan no. CBE/TP/266/2015

S No. Item Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over areas

(exceeding 30 cm in depth, 1.5 m in width as

2.6 well as 10 sqm on plan) including getting out

and disposal of excavated earth lead upto 50 m

and lift upto 1.5 m, as directed by Engineer-in-

Extra for every additional lift of 1.5 m or part

2.26 thereof in excavation / banking excavated or

stacked materials.

5.0 REINFORCED CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 6 307.95 1847.7

for mass concrete

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

5.9.2 Walls (any thickness) including attached Sqm 202 669.55 135249.1

4 pilasters, butteresses, plinth and string courses

5.9.3 Suspended floors, roofs, landings, balconies and Sqm 34 766.55 26062.7

access platform

6.0 MASONRY WORK

Brick work with common burnt clay F.P.S. (non

modular) bricks of class designation 7.5 in

superstructure above plinth level up to floor V

level in all shapes and sizes in :

10.0 STEEL WORK

Providing and fixing 1mm thick M.S. sheet door

with frame of 40x40x6 mm angle iron and 3

mm M.S. gusset plates at the junctions and

corners, all necessary fittings complete,

including applying a priming coat of approved

10.5.2 Using flats 30x6mm for diagonal braces and Sqm 2 4615.15 9230.3

central cross piece

Providing and fixing T-iron frames for doors,

windows and ventilators of mild steel Tee-

sections, joints mitred and welded, including

fixing of necessary butt hinges and screws and

applying a priming coat of approved steel

embedded in cement concrete block 15x10x10

cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6

graded stone aggregate 20 mm nominal size).

Steel work welded in built up sections/ framed

work, including cutting, hoisting, fixing in

10.25 position and applying a priming coat of

approved steel primer using structural steel etc.

10.25.2 In gratings, frames, guard bar, ladder, railings, Kg 40 142.3 5692

brackets, gates and similar works

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

Wall painting with acrylic emulsion paint of

13.60 approved brand and manufacture to give an

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

Schedule A3-All items which are covered by SR-USSOR-2021 for Tiruchchirappalli Division - Except

supply of cement and reinforcement steel. (The tenderer/contractor shall quote a rate 'at par' or a

collective percentage above or below the advertised value of schedule 'A3' (The advertised value is

inclusive of Railways escalation over SR-USSOR 2021 basic value) -LC No.189

Bridge proper: Construction of subway with Pre-Cast RCC Box of size 4.5m x 4.5m in lieu of level

Item- 1 crossing No.189 at KM.250/500-600 between Mathur and Sendurai stations in Villupuram-

Tiruchchirappalli (Chord line) section.

S No. Item Description of Item Unit Qty Rate Amount

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

1 022040 P r o v id in g and laying in position machine cum 32.00 4561.69 145974.08

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

2 022060 Providing and laying Plain Cement Concrete cum 27.00 4630.33 125018.91

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.

3 024010 P r o v i d i n g and casting machine batched, cum 422.00 5017.86 2117536.92

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.

Centering and shuttering including strutting,

propping etc. and removal of form for :

4 025031 All types of bridge sub-structures, e.g. pier, Sqm 1133.00 765.08 866835.64

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

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

5 052030 Supply and laying of quarry dust including cum 27.00 2052.25 55410.75

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

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).

6 052071 Neat Cement Grout with 20% anti shrinkage Kg 500.00 430.58 215290.00

compound w.r.t. cement.

7 052260 Dewatering of natural or accumulated water HP 2400.00 74.78 179472.00

from any location. Payment to be done for Hour

Horse power of pump multiplied by pumping

8 181030 Dismantling exiting Rail Height Gauge carefully Each 2.00 4023.98 8047.96

and stacking the released material in countable

m a n n e r , free from any infringements as

directed by Engineer in-Charge including

removal of cement concrete foundation and

making surface clean.

9 181040 Dismantling existing lifting barrier along with Set 1.00 24308.63 24308.63

winch assembly and other components like

boom, fringes, locking arrangements, pedestal,

boom rest, locking rods/wires, pulley stakes,

turn out wheels, 'A' base and other materials

connected with functioning of lifting barrier,

removing engineering indicators on track and

level crossing road signages without any

damage including demolishing concrete base of

existing structures, filling, ramming and

levelling the ground disturbed during

demolition, clearing debris and stacking all

released material in a neat and countable

manner and clear of infringements, as directed.

Note: Barriers on both sides of level crossing

constitute one set.

Installation of pre cast RCC box by air pushing technique in lieu of manned level crossings as per

Railways plans - vide Annexure.

S No. Item Description of Item Unit Qty Rate Amount

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

1 031130 Casting and installation of single/twin RCC box cum 338.00 4591.74 1552008.12

of all sizes with or without common web section

after supporting the track on temporary girders

including design of pushing scheme, thrust bed,

casting of all RCC components, with specified

grade of controlled concrete, pushing it in

correct position and alignment below Railway

track/Road following all measures of track

safety by 'Air pushing technique" as per

approved drawings/scheme, in all types of soils

with disposal of surplus earth away from vent

up to 1 Km, fixing arrangement for all services

& utilities including parapet walls on both sides,

wearing course, foot paths, plaques, drainage

arrangements etc. and all other incidental

works to complete the ROB/RUB/Canal crossing

in all respect as per specifications to the

satisfaction of Engineer-in-Charge. Note: (1) The

rate includes all items of work/supplies for

complete job in all respects except "cost of

Reinforced cement concrete, cement,

reinforcement & shuttering" of (i) main RCC

Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet

wall and (v) wearing Course only, which shall be

paid extra under relevant items of USSOR. (2)

The CC Cribs as required and Temporary Girder

shall be supplied by Railways at available

location. (3) Transportation of Temporary Girder

to site shall be paid separately under relevant

item.. (4) The payment for this item shall be

made for the clear inner cross section area of

the parent RCC Box/Boxes and barrel length i.e.

clear inner volume of parent RCC Box/Boxes.

Temporary arrangements (Temporary staging similar to plan no: RDSO/B-1484/5(Alt-2) or RDSO/B-

11043 and Temporary girder plan no. RDSO/11041-R or RDSO/B-11039R or BE.1228/84 BG. (ALT.2)

S No. Item Description of Item Unit Qty Rate Amount

1 092030 25mm gap 'in-situ' welding during traffic block Each 16.00 1806.57 28905.12

using Railway's welding portion & Welder 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 joint, 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. Only welding

portion and related accessories as per

Annexure - I and Welder shall be supplied by

Railways. 2. Hydraulic Weld trimmer shall be

used for chipping and profile Grinder for

finishing. 3. 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

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

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

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.

Approach road (General arrangements of railway drain, sump, roof trusses, RCC trough and

retaining wall) as per Railways plans - vide Annexure

S No. Item Description of Item Unit Qty Rate Amount

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.

2 022040 P r o v id in g and laying in position machine cum 670.00 4561.69 3056332.30

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

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

P r o v id in g and laying in position machine

batched, machine mixed and machine vibrated

Cement Concrete of specified grade as per

approved Design Mix (mixed in Mobile Concrete

Batching/Mixing Plant at site or RMC from

approved plants) using 20mm graded crushed

stone aggregate and coarse sand of approved

quality for the following Reinforced cement

concrete structural elements up to height of 9.0

m from foundation top level, including finishing,

using Plasticiser in approved proportions (as per

IS:9103), to modify workability without

impairing strength and durability complete as

per specifications and direction of the Engineer

in charge. N o t e : 1. Payment for cement,

reinforcement and shuttering shall be made

extra under relevant item. 2. Plasticiser shall

invariably be used in approved proportion to

increase workability with minimum possible

quantity of cement for all grade of Design Mix

Concrete unless it is specifically approved citing

reasons for not using plasticiser at the stage of

Mix Design and in that case deduction shall be

made as per relevant item.

4 022060 Providing and laying Plain Cement Concrete cum 227.00 4630.33 1051084.91

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.

5 052030 Supply and laying of quarry dust including cum 139.00 2052.25 285262.75

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

Hiring of machinery for minor miscellaneous

works for short duration including

operator/driver, fuel, lubricants and

consumable. The contractor shall arrange all

statutory permits as required by rules and

regulations prevailing in the area of work.

Payment shall be made for actual working

6 211201 JCB Backhoe Loaders 3DX Plus or similar with Hour 80.00 867.49 69399.20

minimum 1.10 cum bucket capacity

Item- 5 Height gauge as per plan.no. RDSO/M-0001 (Alt-3)

S No. Item Description of Item Unit Qty Rate Amount

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN 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.

Providing and laying in position Plain cement

concrete of specified Nominal Mix for

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

graded stone aggregate 20 mm nominal size)

3 022060 Providing and laying Plain Cement Concrete cum 4.00 4630.33 18521.32

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.

4 041370 Supplying fabricating and erecting welded MT 6.00 113537.08 681222.48

and/or bolted and/or riveted steel work in built

up sections, trusses and framed work, staging,

racks, Height Gauge etc. for Steel Structures

other than bridge girders, using RSJ, tees,

angles and channels/flats, plates, gussets,

round or square bars, cleats, bolts etc., with

contractors own steel including cutting,

bending, straightening, drilling, riveting,

hoisting, fixing, erecting, welding, bolting etc.,

with Providing stiffeners wherever required as

per approved drawing including applying a

priming coat of a approved steel primer with all

contractor's materials, labour, tools & plants,

lead & lift including crossing of tracks if

required etc., complete as per specification and

as directed by Engineer-in-charge. Note: The

payment shall be made on the theoretical

weight of main components and gusset plates

5 052030 Supply and laying of quarry dust including cum 4.00 2052.25 8209.00

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

Item- 6 Collection well with pumping room as per plan no. CBE/TP/266/2015

S No. Item Description of Item Unit Qty Rate Amount

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN 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.

2 022040 P r o v id in g and laying in position machine cum 2.00 4561.69 9123.38

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

P r o v id in g and laying in position machine

batched, machine mixed and machine vibrated

Cement Concrete of specified grade as per

approved Design Mix (mixed in Mobile Concrete

Batching/Mixing Plant at site or RMC from

approved plants) using 20mm graded crushed

stone aggregate and coarse sand of approved

quality for the following Reinforced cement

concrete structural elements up to height of 9.0

m from foundation top level, including finishing,

using Plasticiser in approved proportions (as per

IS:9103), to modify workability without

impairing strength and durability complete as

per specifications and direction of the Engineer

in charge. N o t e : 1. Payment for cement,

reinforcement and shuttering shall be made

extra under relevant item. 2. Plasticiser shall

invariably be used in approved proportion to

increase workability with minimum possible

quantity of cement for all grade of Design Mix

Concrete unless it is specifically approved citing

reasons for not using plasticiser at the stage of

Mix Design and in that case deduction shall be

made as per relevant item.

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

4 022060 Providing and laying Plain Cement Concrete cum 2.00 4630.33 9260.66

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.

5 052030 Supply and laying of quarry dust including cum 2.00 2052.25 4104.50

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

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).

Schedule A4-All items which are covered by CPWD-DSR 2021 for Tiruchchirappalli Division - Except

supply of reinforcement steel. (The tenderer/contractor shall quote a rate 'at par' or a collective

percentage above or below the advertised value of schedule 'A4' (The advertised value is inclusive

of Railways escalation over CPWD-DSR 2021 basic value)-LC No.189

Approach road (General arrangements of railway drain, sump, roof trusses, RCC trough and

retaining wall) as per Railways plans - vide Annexure.

S No. Item Description of Item Unit Qty Rate Amount

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Centering and shuttering including strutting,

propping etc. and removal of form work for :

1 4.3.1 Foundations, footings, bases for columns Sqm 144 307.95 44344.8

5.0 REINFORCED CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 297 307.95 91461.15

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 2965 669.55 1985215.75

3 pilasters, butteresses, plinth and string courses

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 338 804.25 271836.5

5.33S DESIGN MIX CONCRETE

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

Providing and laying in position ready mixed or

site batched design mix cement concrete for

reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from

natural sources, Portland Pozzolana / Ordinary

Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to

accelerate / retard setting of concrete, to

improve durability and workability without

impairing strength; including pumping of

concrete to site of laying, curing, carriage for all

leads; but excluding the cost of centering,

shuttering, finishing and reinforcement as per

direction of the engineer-in-charge; for the

following grades of concrete. Note: Extra

cement up to 10% of the minimum specified

cement content in design mix shall be payable

separately. In case the cement content in

design mix is more than 1.10 times of the

specified minimum cement content, the

contractor shall have discretion to either re-

design the mix or bear the cost of extra cement.

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement cum 25 10306.2 257655

content of 330 kg /cum

6.0 MASONRY WORK

Brick work with common burnt clay F.P.S. (non

6.1 modular) bricks of class designation 7.5 in

foundation and plinth in:

10.0 STEEL WORK

10.2 Structural steel work riveted, bolted or welded Kg 3150 111.95 352642.5

in built up sections, trusses and framed work,

7 including cutting, hoisting, fixing in position and

applying a priming coat of approved steel

primer all complete.

Steel work in built up tubular (round, square or

rectangular hollow tubes etc.) trusses etc.,

including cutting, hoisting, fixing in position and

applying a priming coat of approved steel

primer, including welding and bolted with

special shaped washers etc. complete.

10.19 Providing and fixing mild steel round holding Kg 280 88.5 24780

9 down bolts with nuts and washer plates

Steel work welded in built up sections/ framed

work, including cutting, hoisting, fixing in

10.25 position and applying a priming coat of

approved steel primer using structural steel etc.

10.25.2 In gratings, frames, guard bar, ladder, railings, Kg 3370 142.3 479551

brackets, gates and similar works

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

Wall painting with acrylic emulsion paint of

13.60 approved brand and manufacture to give an

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

15.0 DISMANTLING AND DEMOLISHING

Dismantling manually/ by mechanical means

including stacking of serviceable material and

15.43 disposal of unserviceable material within 50

metres lead as per direction of Engineer-in-

16.0 ROAD WORK

16.1 Preparation and consolidation of sub grade with Sqm 160 180.5 28880

power road roller of 8 to 12 tonne capacity after

excavating earth to an average of 22.5 cm

depth, dressing to camber and consolidating

with road roller including making good the

undulations etc. and re-rolling the sub grade

and disposal of surplus earthwith lead upto 50

16.49S MISCELLANEOUS

16.75 Providing and laying C.C. pavement of mix M-25 cum 40 8277.55 331102

with ready mixed concrete from batching plant.

The ready mixed concrete shall be laid and

finished with screed board vibrator , vacuum

dewatering process and finally finished by

floating, brooming with wire brush etc.

complete as per specifications and directions of

Engineer-in-charge. (The panel shuttering work

shall be paid for separately). (Note:- Cement

content considered in this item is @ 330

kg/cum. Excess/less cement used as per design

mix is payable/ recoverable separately).

16.79 Providing, laying, spreading and compacting cum 40 2803.65 112146

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

18 in uniform layers with mechanical paverfinisher

in sub- base / base course on well prepared

surface and compacting with vibratory roller of

8 to 10 tonne capacity to achievethe desired

density, complete as per specifications and

directions of Engineer-in-Charge.

Item- 2 Height gauge as per plan No. RDSO/M-0001 (Alt-3)

S No. Item Description of Item Unit Qty Rate Amount

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Centering and shuttering including strutting,

propping etc. and removal of form work for :

1 4.3.1 Foundations, footings, bases for columns Sqm 50 307.95 15397.5

10.0 STEEL WORK

10.19 Providing and fixing mild steel round holding Kg 136 88.5 12036

2 down bolts with nuts and washer plates

13.0 FINISHING

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

Item- 3 Collection well with pumping room as per plan no. CBE/TP/266/2015

S No. Item Description of Item Unit Qty Rate Amount

TRICHCHIRAPPALLI DIVISION-ENGG/SOUTHERN RLY

5.0 REINFORCED CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 4 307.95 1231.8

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 107 669.55 71641.85

2 pilasters, butteresses, plinth and string courses

5.9.3 Suspended floors, roofs, landings, balconies and Sqm 13 766.55 9965.15

access platform

6.0 MASONRY WORK

Brick work with common burnt clay F.P.S. (non

modular) bricks of class designation 7.5 in

superstructure above plinth level up to floor V

level in all shapes and sizes in :

10.0 STEEL WORK

Providing and fixing 1mm thick M.S. sheet door

with frame of 40x40x6 mm angle iron and 3

mm M.S. gusset plates at the junctions and

corners, all necessary fittings complete,

including applying a priming coat of approved

10.5.2 Using flats 30x6mm for diagonal braces and Sqm 2 4615.15 9230.3

central cross piece

Providing and fixing T-iron frames for doors,

windows and ventilators of mild steel Tee-

sections, joints mitred and welded, including

fixing of necessary butt hinges and screws and

applying a priming coat of approved steel

embedded in cement concrete block 15x10x10

cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6

graded stone aggregate 20 mm nominal size).

Steel work welded in built up sections/ framed

work, including cutting, hoisting, fixing in

10.25 position and applying a priming coat of

approved steel primer using structural steel etc.

10.25.2 In gratings, frames, guard bar, ladder, railings, Kg 40 142.3 5692

brackets, gates and similar works

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

Wall painting with acrylic emulsion paint of

13.60 approved brand and manufacture to give an

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an