1. Quilon-Trivandrum Section - Proposed construction of 2 Lane road over bridge in lieu of level crossing No: 549 (Kottikada gate) at km 162/000-100 with 1x30000 (effective span) composite girder super structure between Kollam Junction and Mayyanad Railway stations. 2. Quilon-Trivandrum Section - Proposed construction of 2 Lane road over bridge in lieu of level crossing No: 543 (SN college gate) at km 157/200-300 as 1x36000 (effective span) composite girder super structure between Kollam Junction and Mayyanad Railway stations. 3. Kollam - Tiruvananthapuram section - Proposed road over bridge in lieu of Existing level crossing No: 558 (Punnamoodu) at km 177/800-900 with 1x36000 (Effective span) composite Girder super structure between Edava Junction and Varkala Railway Station. 4. Kollam - Tiruvananthapuram section - Proposed road over bridge in lieu of Existing level crossing No: 574 (Vettu Road) at km 203/900-204/000 with 1x36000 (Effective span) composite Girder super structure between Murukkampuzha & Kazhakuttam Stations.

A1-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021 ( LC

A2-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021 ( LC

A3-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021 (LC 558) 5284657.01 Below/P

A4-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021 ( LC

B1-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021 ( LC

B2-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021 ( LC

B3-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021 ( LC

B4-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021 ( LC

C1-ITEMS OF WORKS THAT ARE NOT COVERED UNDER USSOR 2021/DSR

C2-ITEMS OF WORKS THAT ARE NOT COVERED UNDER USSOR 2021/DSR

C3-ITEMS OF WORKS THAT ARE NOT COVERED UNDER USSOR 2021 (LC

C4-ITEMS OF WORKS THAT ARE NOT COVERED UNDER USSOR 2021/DSR

D1-ITEM THAT ARE COVERED UNDER USSOR 2021 - WORKS Above/

D2-ITEM THAT ARE COVERED UNDER USSOR 2021 - WORKS Above/

D3-ITEM THAT ARE COVERED UNDER USSOR 2021 - WORKS Above/

D4-ITEM THAT ARE COVERED UNDER USSOR 2021 - WORKS Above/

E1-ITEMS THAT ARE COVERED UNDER DSR 2021 (LC 549) 1514047.50 Below/P

E2-ITEMS THAT ARE COVERED UNDER DSR 2021) (LC 543) 5409000.15 Below/P

E3-ITEMS THAT ARE COVERED UNDER DSR 2021) (LC 558) 1802655.00 Below/P

E4-ITEMS THAT ARE COVERED UNDER DSR 2021) (LC 574) 5409000.15 Below/P

F1-ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 549)SUPPLY OF

F2-ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 543) SUPPLY OF

F3-ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 558)-SUPPLY OF

F4-ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 574)-SUPPLY OF

G1-ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 549)- SUPPLY

G2-ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 543)- SUPPLY

G3-ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 558)- SUPPLY

G4-ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 574)- SUPPLY

H1-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021- WORKS

H2-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021- WORKS

H3-(ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021- WORKS

H4-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021- WORKS

I1-ITEMS OF WORKS COVERED UNDER DSR 2021- FOR DISMATLING OF

I2-ITEMS OF WORKS COVERED UNDER DSR 2021- FOR DISMATLING OF

I3-ITEMS OF WORKS COVERED UNDER DSR 2021- FOR DISMATLING OF

I4-ITEMS OF WORKS COVERED UNDER DSR 2021- FOR DISMATLING OF

J1-ITEMS COVERED UNDER USSOR 2021 (P WAY ITEMS) (LC 549) 773713.57 Below/P

J3-ITEMS COVERED UNDER USSOR 2021 (P WAY ITEMS) LC 558 508516.35 Below/P

K1-ITEMS OF WORKS THAT ARE NOT COVERED UNDER USSOR 2021/DSR

K3-ITEMS OF WORKS THAT ARE NOT COVERED UNDER USSOR 2021/DSR

Item Breakup - A1-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021 ( LC 549)

Preparation of foundation for 100 Embankment by clearing, grubbing, Sqm stripping top soil (average 150 mm) and stacking beyond foundation area, thereafter ploughing and pulverizing 150 - 200 mm of top of soil with tractor trolley, mixing water to achieve OMC with water sprinkler or left for natural drying, as required, and compaction with vibratory roller of suitable capacity to achieve 98% MDD for laying first layer of soil for embankment construction.

Conducting standard penetration Each test as per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.

All kinds of soils Providing and laying in position Plain cement concrete of specified Nominal 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 : CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

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

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 p l a n t s ) 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. 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. 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 p e r specifications and direction of t h e 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.

Abutment & Pier

Wing wall and Return wall CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

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

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

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

All types of bridge super-structures, Sqm 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. 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 40mm expansion Providing and fixing in position GI Drainage Spouts of required length with Grating in RCC slab and filling bitumen along kerb as shown in drawing with contractor's pipes, bitumen, tools, equipment, lead, lifts etc. complete as per specifications and as directed by Engineer in-charge.

100mm dia. Drainage Spouts

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. CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Providing Rail Barricading with rails MT supplied by Railways with verticals provided at every 1.5m interval, height of barricade being up to 1.5m above ground / termination level and one or more row of horizontal rail, duly cutting rails and drilling holes as required, assembling necessary accessories to required length, including earthwork excavation for foundation, fixing posts in cement concrete 1:3:6 base of size 0.45m x 0.45m x 0.60m and one coat of red oxide painting of steel work. Note: 1. Excavation and concrete work will be paid separately. 2. Rail shall be made available within 250 metres Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

JCB Backhoe Loaders 3DX Plus or Hour similar with minimum 1.10 cum bucket capacity 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. 19 022011(022020) Extra over item nos. 022011 to cum 700.00 46.52 32564.00 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 4015057.20

Item Breakup - A2-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021 ( LC 543)

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. 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) 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 sand cum (zone-III) : 3 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) CAO-CN-RSP-MS-ENGINEERING/SOUTHERN 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 p l a n t s ) 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. 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. 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 p e r specifications and direction of t h e 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.

Abutment & Pier

Wing wall and Return wall

Abutment cap, Pier Cap, Inspection cum Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

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

All types of bridge super-structures, Sqm 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.

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.

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. CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

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.

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.

Dewatering accumulated water from any Hour location. Payment to be done for Horse power of pump multiplied by pumping hours. Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

JCB Backhoe Loaders 3DX Plus or Hour similar with minimum 1.10 cum bucket capacity Total 7435469.00

Item Breakup - A3-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021 (LC 558)

Preparation of foundation for 100 Embankment by clearing, grubbing, Sqm stripping top soil (average 150 mm) and stacking beyond foundation area, thereafter ploughing and pulverizing 150 - 200 mm of top of soil with tractor trolley, mixing water to achieve OMC with water sprinkler or left for natural drying, as required, and compaction with vibratory roller of suitable capacity to achieve 98% MDD for laying first layer of soil for embankment construction. CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Conducting standard penetration Each test as per IS:2131 at approximate1.5m intervals in bore holes, as directed by the Engineer in charge Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.

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

1:3:6 (1 Cement : 3 coarse sand cum (zone-III): 6 graded stone aggregate 40 mm nominal size). CAO-CN-RSP-MS-ENGINEERING/SOUTHERN 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 p l a n t s ) 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. 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. 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 p e r specifications and direction of t h e 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.

Abutment & Pier

Wing wall and Return wall

Abutment cap, Pier Cap, Inspection cum Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

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

All types of bridge super-structures, Sqm 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. 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 40mm expansion Providing and fixing in position GI Drainage Spouts of required length with Grating in RCC slab and filling bitumen along kerb as shown in drawing with contractor's pipes, bitumen, tools, equipment, lead, lifts etc. complete as per specifications and as directed by Engineer in-charge.

100mm dia. Drainage Spouts

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.

Providing Rail Barricading with rails MT supplied by Railways with verticals provided at every 1.5m interval, height of barricade being up to 1.5m above ground / termination level and one or more row of horizontal rail, duly cutting rails and drilling holes as required, assembling necessary accessories to required length, including earthwork excavation for foundation, fixing posts in cement concrete 1:3:6 base of size 0.45m x 0.45m x 0.60m and one coat of red oxide painting of steel work. Note: 1. Excavation and concrete work will be paid separately. 2. Rail shall be made available within 250 metres CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

JCB Backhoe Loaders 3DX Plus or Hour similar with minimum 1.10 cum bucket capacity Total 4653215.65

Item Breakup - A4-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021 ( LC 574)

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. 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) 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 sand cum (zone-III) : 3 graded stone aggregate 20 mm nominal size) CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

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

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 p l a n t s ) 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. 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. 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 p e r specifications and direction of t h e 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.

Abutment & Pier

Wing wall and Return wall CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

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

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

All types of bridge super-structures, Sqm 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.

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.

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. CAO-CN-RSP-MS-ENGINEERING/SOUTHERN 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.

Dewatering accumulated water from any Hour location. Payment to be done for Horse power of pump multiplied by pumping hours. Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

JCB Backhoe Loaders 3DX Plus or Hour similar with minimum 1.10 cum bucket capacity Total 6547134.72

Item Breakup - B1-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021 ( LC 549)

1000mm diameter

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

1000mm diameter pile CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer.

Initial load test above 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

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. Total 2315676.56

Item Breakup - B2-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021 ( LC 543)

1000mm diameter CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

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

1000mm diameter pile Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer.

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

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. Total 10032237.37

Item Breakup - B3-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021 ( LC 558)

1000mm diameter

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

1000mm diameter pile CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer.

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

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. Total 2365269.18

Item Breakup - B4-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021 ( LC 574)

1000mm diameter CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

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

1000mm diameter pile Conducting load test of a single pile up to specified capacity in accordance with IS:2911 (Part-IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. with all labour, material, tool & plants, equipment, machinery, etc. complete as per drawing and specification, as directed by the Engineer.

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

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. Total 8773689.61

Item Breakup - C1-ITEMS OF WORKS THAT ARE NOT COVERED UNDER USSOR 2021/DSR 2021 (LC 549)

Removal of the cables of any size Metre and nature viz. Signal/Telecom/Electrical (HT or LT) existing below Ground Level including casing of trough without causing any damage to the cable including excavating the earth upto the cable, refilling the earth after the removal of cable and placing the cable on the ground with all leads and lifts etc.complete and as directed. (All labour, materials, consumables, tools and plants, machinery by Contractor). Depth 1 m. and upto 2 m. CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Re-laying of Railway's cables below Metre ground level removed as per Item above, including excavation of earth to the required depth (upto a maximum of 1m) and filling back the same earth after laying the cable, withoutcausing any damage to the cable with all leads and lifts etc. complete and as directed. (All labour, materials, consumables, tools and plants, machinery by Contractor).

Supplying and fixing of CI gratings Kg of sizes as required with contractors labour, materials, consumables etc complete.

Fixing of Fiber reinforced Plastic Sqm (FRP) insulation sheets in corrugated profile of 3mm thick with contractors own FRP sheets to be fixed below the fabricated structural steel supports for casting the composite girder duly transporting and fixing by insulated self tapping screws with the fabricated steel sections such as MS angles, flats, channels, etc as per the relevant drawings to correct alignment including cutting, drilling holes, welding, etc., complete and as directed as by Engineer- in charge in line/Power block (all labour, materials, tools and plants and other consumables by contractor).

Preparation of completion plans for Each the ROB/RUB in AutoCAD duly marking correction in the existing drawings based on the completion of bridge work over the already prepared drawings, supply of a draft print out of the completed drawings for scrutiny & taking the final printout on good quality tracing film, supplying the same with 3 copies of ammonia prints etc. complete with contractors men, materials, tools and plants, survey equipments, vehicles, machinery, fuel, consumables, Technical supervisors, computer etc complete and as directed.

Extra over item No. 1 inAnnexure MT 'B' (USSOR item-041011) for erection of Composite girders UNDER TRAFFIC CONDITION WITH TRAFFIC BLOCK. CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Provision of an Reinforced cement cum concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre- moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified

Provision of an Reinforced cement Metre concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre- moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No.RW/NH - 33022/1/94- DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified

Designing, Supplying, fabricating Sqm and providing of trapezoidal roll formed deck sheeting profiles of 50mm depth made of galvanized steel troughed metal decking plate over cross girders/ supports for cast-in-situ deck slab of ROB. Thickness of deck plate shall be 1.00mm (minimum) and shall serve as permanent shuttering to deck slab of 250mm (max) thickness measured over crest of metal decking and shall have adequate strength to support the weight of green concrete and imposed loads during concreting over a span of 200mm between supports. Deck sheets to be embossed to facilitate enhanced sheet to concrete bonding with contractor's material, men, equipment, tools and plants, fixing arrangements, all leads and lifts and the work to be carried out above Railway tracks and 25Kv OHE electrified area without affecting Railway traffic and damage in Railway properties as directed by Engineer-in-charge. CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Supply & applying of Loctite Thread Each locker adhesive as an anti-theft and anti sabotage measure for HSFG Bolts. with contractor's labour, tools & plant NNS-26 including all lead & lift, etc. complete as required. Liter The rates are all inclusive (Supplying, Applying & testing) and will be paid after the testing and satisfaction of the Engineer - in - charge. STAGE PAYMENT i) Stage- I:- 60% of payment as per the accepted rate against supply of bonding agent along with necessary documents such as copy of invoice and MTC may be claimed. (ii) Stage- II:- 30% of payment as per the accepted rate for supplied bonding agent will be made after application on HSFG bolts for consumed quantity. (iii) Stage-III:- 10% of payment as per the accepted rate for supplied bonding agent will be made after application on HSFG bolts successfully completion of work. (note: Unit each denotes each bolt ). Total 5717124.33

Item Breakup - C2-ITEMS OF WORKS THAT ARE NOT COVERED UNDER USSOR 2021/DSR 2021 (LC 543)

Removal of the cables of any size Metre and nature viz. Signal/Telecom/Electrical (HT or LT) existing below Ground Level including casing of trough without causing any damage to the cable including excavating the earth upto the cable, refilling the earth after the removal of cable and placing the cable on the ground with all leads and lifts etc.complete and as directed. (All labour, materials, consumables, tools and plants, machinery by Contractor). Depth 1 m. and upto 2 m.

Re-laying of Railway's cables below Metre ground level removed as per Item above, including excavation of earth to the required depth (upto a maximum of 1m) and filling back the same earth after laying the cable, withoutcausing any damage to the cable with all leads and lifts etc. complete and as directed. (All labour, materials, consumables, tools and plants, machinery by Contractor).

Supplying and fixing of CI gratings Kg of sizes as required with contractors labour, materials, consumables etc complete. CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Fixing of Fiber reinforced Plastic Sqm (FRP) insulation sheets in corrugated profile of 3mm thick with contractors own FRP sheets to be fixed below the fabricated structural steel supports for casting the composite girder duly transporting and fixing by insulated self tapping screws with the fabricated steel sections such as MS angles, flats, channels, etc as per the relevant drawings to correct alignment including cutting, drilling holes, welding, etc., complete and as directed as by Engineer- in charge in line/Power block (all labour, materials, tools and plants and other consumables by contractor).

Preparation of completion plans for Each the ROB/RUB in AutoCAD duly marking correction in the existing drawings based on the completion of bridge work over the already prepared drawings, supply of a draft print out of the completed drawings for scrutiny & taking the final printout on good quality tracing film, supplying the same with 3 copies of ammonia prints etc. complete with contractors men, materials, tools and plants, survey equipments, vehicles, machinery, fuel,consumables, Technical supervisors, computer etc complete and as directed.

Manufacture and supply of Cement cum Concrete blocks of required size and shape with M25 mix using 20mm stone metal etc., with contractor's shuttering materials Including curing as per standard specification with all leads and lifts etc., complete and as directed. (All labour, material by contractor EXCLUDING cement which will be paid separately under relevant item and Annexure of this schedule).

Laying the pre-cast CC Blocks of Sqm required size and shape for lining the side slope and quadrants of abutments, flooring of bridges including joining the blocks and flush pointing the top faces with cement mortar 1:3 mix with all leads and lifts etc., complete and as directed. (All labour and material by contractor EXC cement which will be paid separately under relevant item and Annexure of this schedule).

Extra over item No. 1 inAnnexure MT 'B' (USSOR item-041011) for erection of Composite girders UNDER TRAFFIC CONDITION WITH TRAFFIC BLOCK. CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Providing and laying in position cum machine mixed, machine vibrated and machine batched Design Mix Cement Concrete M25 or higher grade (Cast-in-situ) for RCC deck slab including parapet wall, crash barrier, kerb wall etc. using 20mm graded crushed stone aggregate and coarse sand of approved quality for the Reinforced cement concrete structural elements up to height of 12m from formation level, including cost of centering, shuttering, but including finishing, using Admixtures in recommended proportions (as per IS:9103), if approved in Mix design to accelerate or retard setting of concrete and/or improve workability without impairing strength and durability complete as per specifications over the running lines, OHE area etc. duly taking necessary precautions including earthings and providing FRP sheets along the OHE line etc. and direction of the Engineer in charge .Payment for cement, steel reinforcement, shuttering & FRP sheet shall be paid separately as per relevant items in Annexures. The contractor may use sacrificial form work using approved quality and design decking profile sheets for slab bottom shuttering. However no extra payment will be made for the same.

Designing, Supplying, fabricating Sqm and providing of trapezoidal roll formed deck sheeting profiles of 50mm depth made of galvanized steel troughed metal decking plate over cross girders/ supports for cast-in-situ deck slab of ROB. Thickness of deck plate shall be 1.00mm (minimum) and shall serve as permanent shuttering to deck slab of 250mm (max) thickness measured over crest of metal decking and shall have adequate strength to support the weight of green concrete and imposed loads during concreting over a span of 200mm between supports. Deck sheets to be embossed to facilitate enhanced sheet to concrete bonding with contractor's material, men, equipment, tools and plants, fixing arrangements, all leads and lifts and the work to be carried out above Railway tracks and 25Kv OHE electrified area without affecting Railway traffic and damage in Railway properties as directed by Engineer-in-charge. CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Supply & applying of Loctite Thread Each locker adhesive as an anti-theft and anti sabotage measure for HSFG Bolts. with contractor's labour, tools & plant NNS-26 including all lead & lift, etc. complete as required. Liter The rates are all inclusive (Supplying, Applying & testing) and will be paid after the testing and satisfaction of the Engineer - in - charge. STAGE PAYMENT i) Stage- I:- 60% of payment as per the accepted rate against supply of bonding agent along with necessary documents such as copy of invoice and MTC may be claimed. (ii) Stage- II:- 30% of payment as per the accepted rate for supplied bonding agent will be made after application on HSFG bolts for consumed quantity. (iii) Stage-III:- 10% of payment as per the accepted rate for supplied bonding agent will be made after application on HSFG bolts successfully completion of work. (note: Unit each denotes each bolt ). Total 4076518.05

Item Breakup - C3-ITEMS OF WORKS THAT ARE NOT COVERED UNDER USSOR 2021 (LC 558)

Removal of the cables of any size Metre and nature viz. Signal/Telecom/Electrical (HT or LT) existing below Ground Level including casing of trough without causing any damage to the cable including excavating the earth upto the cable, refilling the earth after the removal of cable and placing the cable on the ground with all leads and lifts etc.complete and as directed. (All labour, materials, consumables, tools and plants, machinery by Contractor). Depth 1 m. and upto 2 m.

Re-laying of Railway's cables below Metre ground level removed as per Item above, including excavation of earth to the required depth (upto a maximum of 1m) and filling back the same earth after laying the cable, withoutcausing any damage to the cable with all leads and lifts etc. complete and as directed. (All labour, materials, consumables, tools and plants, machinery by Contractor).

Supplying and fixing of CI gratings Kg of sizes as required with contractors labour, materials, consumables etc complete. CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Fixing of Fiber reinforced Plastic Sqm (FRP) insulation sheets in corrugated profile of 3mm thick with contractors own FRP sheets to be fixed below the fabricated structural steel supports for casting the composite girder duly transporting and fixing by insulated self tapping screws with the fabricated steel sections such as MS angles, flats, channels, etc as per the relevant drawings to correct alignment including cutting, drilling holes, welding, etc., complete and as directed as by Engineer-in charge in line/Power block (all labour, materials, tools and plants and other consumables by contractor).

Preparation of completion plans for Each the ROB/RUB in AutoCAD duly marking correction in the existing drawings based on the completion of bridge work over the already prepared drawings, supply of a draft print out of the completed drawings for scrutiny & taking the final printout on good quality tracing film, supplying the same with 3 copies of ammonia prints etc. complete with contractors men, materials, tools and plants, survey equipments, vehicles, machinery, fuel, consumables, Technical supervisors, computer etc complete and as directed.

Extra over item No. 1 inAnnexure MT 'B' (USSOR item-041011) for erection of Composite girders UNDER TRAFFIC CONDITION WITH TRAFFIC BLOCK. CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Providing and laying in position Each machine mixed, machine vibrated and machine batched Design Mix Cement Concrete M25 or higher grade (Cast-in-situ) for RCC deck slab including parapet wall, crash barrier, kerb wall etc. using 20mm graded crushed stone aggregate and coarse sand of approved quality for the Reinforced cement concrete structural elements up to height of 12m from formation level, including cost of centering, shuttering, but including finishing, using Admixtures in recommended proportions (as per IS:9103), if approved in Mix design to accelerate or retard setting of concrete and/or improve workability without impairing strength and durability complete as per specifications over the running lines, OHE area etc. duly taking necessary precautions including earthings and providing FRP sheets along the OHE line etc. and direction of the Engineer in charge. Payment for cement, steel reinforcement, shuttering & FRP sheet shall be paid separately as per relevant items in Annexures. The contractor may use sacrificial form work using approved quality and design decking profile sheets for slab bottom shuttering. However no extra payment will be made for the same.

Provision of an Reinforced cement Metre concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre- moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Designing, Supplying, fabricating Sqm and providing of trapezoidal roll formed deck sheeting profiles of 50mm depth made of galvanized steel troughed metal decking plate over cross girders/ supports for cast-in-situ deck slab of ROB. Thickness of deck plate shall be 1.00mm (minimum) and shall serve as permanent shuttering to deck slab of 250mm (max) thickness measured over crest of metal decking and shall have adequate strength to support the weight of green concrete and imposed loads during concreting over a span of 200mm between supports. Deck sheets to be embossed to facilitate enhanced sheet to concrete bonding with contractor's material, men, equipment, tools and plants, fixing arrangements, all leads and lifts and the work to be carried out above Railway tracks and 25Kv OHE electrified area without affecting Railway traffic and damage in Railway properties as directed by Engineer-in-charge.

Supply & applying of Loctite Thread Each locker adhesive as an anti-theft and anti sabotage measure for HSFG Bolts. with contractor's labour, tools & plant NNS-26 including all lead & lift, etc. complete as required. Liter The rates are all inclusive (Supplying, Applying & testing) and will be paid after the testing and satisfaction of the Engineer - in - charge. STAGE PAYMENT i) Stage- I:- 60% of payment as per the accepted rate against supply of bonding agent along with necessary documents such as copy of invoice and MTC may be claimed. (ii) Stage-II:- 30% of payment as per the accepted rate for supplied bonding agent will be made after application on HSFG bolts for consumed quantity. (iii) Stage-III:- 10% of payment as per the accepted rate for supplied bonding agent will be made after application on HSFG bolts successfully completion of work. (note: Unit each denotes each bolt ). Total 5843334.33

Item Breakup - C4-ITEMS OF WORKS THAT ARE NOT COVERED UNDER USSOR 2021/DSR 2021 (LC 574)

Removal of the cables of any size Each and nature viz. Signal/Telecom/Electrical (HT or LT) existing below Ground Level including casing of trough without causing any damage to the cable including excavating the earth upto the cable, refilling the earth after the removal of cable and placing the cable on the ground with all leads and lifts etc.complete and as directed. (All labour, materials, consumables, tools and plants, machinery by Contractor). Depth 1 m. and upto 2 m.

Re-laying of Railway's cables below Metre ground level removed as per Item above, including excavation of earth to the required depth (upto a maximum of 1m) and filling back the same earth after laying the cable, withoutcausing any damage to the cable with all leads and lifts etc. complete and as directed. (All labour, materials, consumables, tools and plants, machinery by Contractor).

Supplying and fixing of CI gratings Kg of sizes as required with contractors labour, materials, consumables etc complete.

Fixing of Fiber reinforced Plastic Sqm (FRP) insulation sheets in corrugated profile of 3mm thick with contractors own FRP sheets to be fixed below the fabricated structural steel supports for casting the composite girder duly transporting and fixing by insulated self tapping screws with the fabricated steel sections such as MS angles, flats, channels, etc as per the relevant drawings to correct alignment including cutting, drilling holes, welding, etc., complete and as directed as by Engineer-in charge in line/Power block (all labour, materials, tools and plants and other consumables by contractor).

Preparation of completion plans for Each the ROB/RUB in AutoCAD duly marking correction in the existing drawings based on the completion of bridge work over the already prepared drawings, supply of a draft print out of the completed drawings for scrutiny & taking the final printout on good quality tracing film, supplying the same with 3 copies of ammonia prints etc. complete with contractors men, materials, tools and plants, survey equipments, vehicles, machinery, fuel, consumables, Technical supervisors, computer etc complete and as directed. CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Manufacture and supply of Cement cum Concrete blocks of required size and shape with M25 mix using 20mm stone metal etc., with contractor's shuttering materials Including curing as per standard specification with all leads and lifts etc., complete and as directed. (All labour, material by contractor EXCLUDING cement which will be paid separately under relevant item and Annexure of this schedule).

Laying the pre-cast CC Blocks of Sqm required size and shape for lining the side slope and quadrants of abutments, flooring of bridges including joining the blocks and flush pointing the top faces with cement mortar 1:3 mix with all leads and lifts etc., complete and as directed. (All labour and material by contractor EXC cement which will be paid separately under relevant item and Annexure of this schedule).

Extra over item No. 1 inAnnexure MT 'B' (USSOR item-041011) for erection of Composite girders UNDER TRAFFIC CONDITION WITH TRAFFIC BLOCK.

Providing and laying in position cum machine mixed, machine vibrated and machine batched Design Mix Cement Concrete M25 or higher grade (Cast-in-situ) for RCC deck slab including parapet wall, crash barrier, kerb wall etc. using 20mm graded crushed stone aggregate and coarse sand of approved quality for the Reinforced cement concrete structural elements up to height of 12m from formation level, including cost of centering, shuttering, but including finishing, using Admixtures in recommended proportions (as per IS:9103), if approved in Mix design to accelerate or retard setting of concrete and/or improve workability without impairing strength and durability complete as per specifications over the running lines, OHE area etc. duly taking necessary precautions including earthings and providing FRP sheets along the OHE line etc. and direction of the Engineer in charge. Payment for cement, steel reinforcement, shuttering & FRP sheet shall be paid separately as per relevant items in Annexures. The contractor may use sacrificial form work using approved quality and design decking profile sheets for slab bottom shuttering. However no extra payment will be made for the same. CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Designing, Supplying, fabricating Sqm and providing of trapezoidal roll formed deck sheeting profiles of 50mm depth made of galvanized steel troughed metal decking plate over cross girders/ supports for cast-in-situ deck slab of ROB. Thickness of deck plate shall be 1.00mm (minimum) and shall serve as permanent shuttering to deck slab of 250mm (max) thickness measured over crest of metal decking and shall have adequate strength to support the weight of green concrete and imposed loads during concreting over a span of 200mm between supports. Deck sheets to be embossed to facilitate enhanced sheet to concrete bonding with contractor's material, men, equipment, tools and plants, fixing arrangements, all leads and lifts and the work to be carried out above Railway tracks and 25Kv OHE electrified area without affecting Railway traffic and damage in Railway properties as directed by Engineer-in-charge.

Supply & applying of Loctite Thread Each locker adhesive as an anti-theft and anti sabotage measure for HSFG Bolts. with contractor's labour, tools & plant NNS-26 including all lead & lift, etc. complete as required. Liter The rates are all inclusive (Supplying, Applying & testing) and will be paid after the testing and satisfaction of the Engineer - in - charge. STAGE PAYMENT i) Stage- I:- 60% of payment as per the accepted rate against supply of bonding agent along with necessary documents such as copy of invoice and MTC may be claimed. (ii) Stage-II:- 30% of payment as per the accepted rate for supplied bonding agent will be made after application on HSFG bolts for consumed quantity. (iii) Stage-III:- 10% of payment as per the accepted rate for supplied bonding agent will be made after application on HSFG bolts successfully completion of work. (note: Unit each denotes each bolt ). Total 4076518.05 Schedule D1-ITEM THAT ARE COVERED UNDER USSOR 2021 - WORKS CONNECTED WITH

SUPERSTRUCTURE WITH COMPOSITE GRIDER, BEARINGS,ETC) (LC 549)

ITEM THAT ARE COVERED UNDER USSOR 2021 - WORKS CONNECTED WITH SUPERSTRUCTURE

WITH COMPOSITE GRIDER, BEARINGS,ETC) (LC 549)

S No. Item No Description of Item Unit Qty Rate Amount

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Supplying, fabrication, assembling

of all types of steel girders of

specified spans with structural steel

conforming to Quality "B0" Grade

Designation E250 conforming to

IS:2062, erection / slewing / end

launching of steel girders with

cranes or any other approved

launching methods as per site

conditions (not requiring traffic

block) on sub-structure including

provision of trolley refuges etc.,

complete as per approved QAP and

drawings conforming to IRS-B1-

2001 and other relevant codes and

specifications. Note: 1. Detailed

fabrication and erection drawings &

launching methodology will be

prepared by the contractor and got

approved from Railway. 2. The rate

is all inclusive including launching

in position, complete in all respect

except cost of (i) Painting /

Metalising; (ii) Bearings & (iii) HSFG

bolts which shall be paid extra

under relevant item. 3. The

payment shall be made on the

theoretical weight of main

components and gusset plates only.

4. Payment Schedule: (i) Receipt of

material at site: 40% (ii)

Fabrication of girders: 20% (iii)

Erection/Launching: 20% (iv)

Completion in all respects: 20%

Girder/Composite Girder (Steel

any dia and any length with

suitable nuts including DTI washers

conforming to IRS-B1-2001 for

bridges and steel structures with

contractors labour, tools and plants

and lead and lift etc., complete.

Metallizing of steel work of girders

with sprayed aluminium after

surface preparation by Sand/grit

blasting, followed by one coat of

etch primer (IS:5666) & one coat of

Zinc Chrome primer (IS:104) and

two coats of aluminium paint

(IS:2339) with all labour, T&P and

material as a complete job duly

conforming to all relevant

specifications and process given

under Clause 39 of IRS-B1-2001.

Note: Nominal Thickness of

sprayed Aluminium coating shall be

150 microns. DFT of Zinc chrome

primer shall be 25-30 microns and

DFT of each coat of Aluminium

paint shall be 12-14 microns.

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

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

Design, supply, fitting and fixing in

position true to line and level POT-

PTFE bearing of 200 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,

IS:3400, IS:226, BS-5400, Bridge

Code and as per approved drawing

a n d 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

Surface preparation of steel work of

bridge plate/composite girders by

cleaning with scrappers and/or wire

brushes to remove all rust and

loose or perished paint to prepare

perfectly clean & dry bare metal

surface free from all dirt/foreign

material & ready for initial coat of

paint for new or existing steel

girders. Rate includes cost of

labour, consumables, brushes, tools

& plants, ladders, scaffoldings,

jhoola, hanging scaffolding staging

Painting of cleaned plate/composite

bridge girders including all

scaffolding along with provision of

Jhoola / hanging scaffolding ladders

etc. where required.

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Chromate conforming to IS:104

with DFT of 25-30 Microns followed

by one coat of Zinc Chromate red

oxide conforming to IS:2074 DFT of

in dual containers conforming to

IS:2339 with DFT of 15 - 20 Microns

Schedule D2-ITEM THAT ARE COVERED UNDER USSOR 2021 - WORKS CONNECTED WITH

SUPERSTRUCTURE WITH COMPOSITE GRIDER, BEARINGS,ETC) (LC 543)

ITEM THAT ARE COVERED UNDER USSOR 2021 - WORKS CONNECTED WITH SUPERSTRUCTURE

WITH COMPOSITE GRIDER, BEARINGS,ETC) (LC 543)

S No. Item No Description of Item Unit Qty Rate Amount

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.

Supplying, fabrication, assembling

of all types of steel girders of

specified spans with structural steel

conforming to Quality "B0" Grade

Designation E250 conforming to

IS:2062, erection / slewing / end

launching of steel girders with

cranes or any other approved

launching methods as per site

conditions (not requiring traffic

block) on sub-structure including

provision of trolley refuges etc.,

complete as per approved QAP and

drawings conforming to IRS-B1-

2001 and other relevant codes and

specifications. Note: 1. Detailed

fabrication and erection drawings &

launching methodology will be

prepared by the contractor and got

approved from Railway. 2. The rate

is all inclusive including launching

in position, complete in all respect

except cost of (i) Painting /

Metalising; (ii) Bearings & (iii) HSFG

bolts which shall be paid extra

under relevant item. 3. The

payment shall be made on the

theoretical weight of main

components and gusset plates only.

4. Payment Schedule: (i) Receipt of

material at site: 40% (ii)

Fabrication of girders: 20% (iii)

Erection/Launching: 20% (iv)

Completion in all respects: 20%

Girder/Composite Girder (Steel

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

any dia and any length with

suitable nuts including DTI washers

conforming to IRS-B1-2001 for

bridges and steel structures with

contractors labour, tools and plants

and lead and lift etc., complete.

Metallizing of steel work of girders

with sprayed aluminium after

surface preparation by Sand/grit

blasting, followed by one coat of

etch primer (IS:5666) & one coat of

Zinc Chrome primer (IS:104) and

two coats of aluminium paint

(IS:2339) with all labour, T&P and

material as a complete job duly

conforming to all relevant

specifications and process given

under Clause 39 of IRS-B1-2001.

Note: Nominal Thickness of

sprayed Aluminium coating shall be

150 microns. DFT of Zinc chrome

primer shall be 25-30 microns and

DFT of each coat of Aluminium

paint shall be 12-14 microns.

Design, supply, fitting and fixing in

position true to line and level POT-

PTFE bearing of 250 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,

IS:3400, IS:226, BS-5400, Bridge

Code and as per approved drawing

a n d 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

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Surface preparation of steel work of

bridge plate/composite girders by

cleaning with scrappers and/or wire

brushes to remove all rust and

loose or perished paint to prepare

perfectly clean & dry bare metal

surface free from all dirt/foreign

material & ready for initial coat of

paint for new or existing steel

girders. Rate includes cost of

labour, consumables, brushes, tools

& plants, ladders, scaffoldings,

jhoola, hanging scaffolding staging

Painting of cleaned plate/composite

bridge girders including all

scaffolding along with provision of

Jhoola / hanging scaffolding ladders

etc. where required.

Chromate conforming to IS:104

with DFT of 25-30 Microns followed

by one coat of Zinc Chromate red

oxide conforming to IS:2074 DFT of

in dual containers conforming to

IS:2339 with DFT of 15 - 20 Microns

Schedule D3-ITEM THAT ARE COVERED UNDER USSOR 2021 - WORKS CONNECTED WITH

SUPERSTRUCTURE WITH COMPOSITE GRIDER, BEARINGS,ETC) (LC 558)

ITEM THAT ARE COVERED UNDER USSOR 2021 - WORKS CONNECTED WITH SUPERSTRUCTURE

WITH COMPOSITE GRIDER, BEARINGS,ETC) (LC 558)

S No. Item No Description of Item Unit Qty Rate Amount

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Supplying, fabrication, assembling

of all types of steel girders of

specified spans with structural steel

conforming to Quality "B0" Grade

Designation E250 conforming to

IS:2062, erection / slewing / end

launching of steel girders with

cranes or any other approved

launching methods as per site

conditions (not requiring traffic

block) on sub-structure including

provision of trolley refuges etc.,

complete as per approved QAP and

drawings conforming to IRS-B1-

2001 and other relevant codes and

specifications. Note: 1. Detailed

fabrication and erection drawings &

launching methodology will be

prepared by the contractor and got

approved from Railway. 2. The rate

is all inclusive including launching

in position, complete in all respect

except cost of (i) Painting /

Metalising; (ii) Bearings & (iii) HSFG

bolts which shall be paid extra

under relevant item. 3. The

payment shall be made on the

theoretical weight of main

components and gusset plates only.

4. Payment Schedule: (i) Receipt of

material at site: 40% (ii)

Fabrication of girders: 20% (iii)

Erection/Launching: 20% (iv)

Completion in all respects: 20%

Girder/Composite Girder (Steel

any dia and any length with

suitable nuts including DTI washers

conforming to IRS-B1-2001 for

bridges and steel structures with

contractors labour, tools and plants

and lead and lift etc., complete.

Metallizing of steel work of girders

with sprayed aluminium after

surface preparation by Sand/grit

blasting, followed by one coat of

etch primer (IS:5666) & one coat of

Zinc Chrome primer (IS:104) and

two coats of aluminium paint

(IS:2339) with all labour, T&P and

material as a complete job duly

conforming to all relevant

specifications and process given

under Clause 39 of IRS-B1-2001.

Note: Nominal Thickness of

sprayed Aluminium coating shall be

150 microns. DFT of Zinc chrome

primer shall be 25-30 microns and

DFT of each coat of Aluminium

paint shall be 12-14 microns.

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

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

Design, supply, fitting and fixing in

position true to line and level POT-

PTFE bearing of 250 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,

IS:3400, IS:226, BS-5400, Bridge

Code and as per approved drawing

a n d 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

Surface preparation of steel work of

bridge plate/composite girders by

cleaning with scrappers and/or wire

brushes to remove all rust and

loose or perished paint to prepare

perfectly clean & dry bare metal

surface free from all dirt/foreign

material & ready for initial coat of

paint for new or existing steel

girders. Rate includes cost of

labour, consumables, brushes, tools

& plants, ladders, scaffoldings,

jhoola, hanging scaffolding staging

Painting of cleaned plate/composite

bridge girders including all

scaffolding along with provision of

Jhoola / hanging scaffolding ladders

etc. where required.

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Chromate conforming to IS:104

with DFT of 25-30 Microns followed

by one coat of Zinc Chromate red

oxide conforming to IS:2074 DFT of

in dual containers conforming to

IS:2339 with DFT of 15 - 20 Microns

Schedule D4-ITEM THAT ARE COVERED UNDER USSOR 2021 - WORKS CONNECTED WITH

SUPERSTRUCTURE WITH COMPOSITE GRIDER, BEARINGS,ETC) (LC 574)

ITEM THAT ARE COVERED UNDER USSOR 2021 - WORKS CONNECTED WITH SUPERSTRUCTURE

WITH COMPOSITE GRIDER, BEARINGS,ETC) (LC 574)

S No. Item No Description of Item Unit Qty Rate Amount

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.

Supplying, fabrication, assembling

of all types of steel girders of

specified spans with structural steel

conforming to Quality "B0" Grade

Designation E250 conforming to

IS:2062, erection / slewing / end

launching of steel girders with

cranes or any other approved

launching methods as per site

conditions (not requiring traffic

block) on sub-structure including

provision of trolley refuges etc.,

complete as per approved QAP and

drawings conforming to IRS-B1-

2001 and other relevant codes and

specifications. Note: 1. Detailed

fabrication and erection drawings &

launching methodology will be

prepared by the contractor and got

approved from Railway. 2. The rate

is all inclusive including launching

in position, complete in all respect

except cost of (i) Painting /

Metalising; (ii) Bearings & (iii) HSFG

bolts which shall be paid extra

under relevant item. 3. The

payment shall be made on the

theoretical weight of main

components and gusset plates only.

4. Payment Schedule: (i) Receipt of

material at site: 40% (ii)

Fabrication of girders: 20% (iii)

Erection/Launching: 20% (iv)

Completion in all respects: 20%

Girder/Composite Girder (Steel

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

any dia and any length with

suitable nuts including DTI washers

conforming to IRS-B1-2001 for

bridges and steel structures with

contractors labour, tools and plants

and lead and lift etc., complete.

Metallizing of steel work of girders

with sprayed aluminium after

surface preparation by Sand/grit

blasting, followed by one coat of

etch primer (IS:5666) & one coat of

Zinc Chrome primer (IS:104) and

two coats of aluminium paint

(IS:2339) with all labour, T&P and

material as a complete job duly

conforming to all relevant

specifications and process given

under Clause 39 of IRS-B1-2001.

Note: Nominal Thickness of

sprayed Aluminium coating shall be

150 microns. DFT of Zinc chrome

primer shall be 25-30 microns and

DFT of each coat of Aluminium

paint shall be 12-14 microns.

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

Design, supply, fitting and fixing in

position true to line and level POT-

PTFE bearing of 250 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,

IS:3400, IS:226, BS-5400, Bridge

Code and as per approved drawing

a n d 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

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Surface preparation of steel work of

bridge plate/composite girders by

cleaning with scrappers and/or wire

brushes to remove all rust and

loose or perished paint to prepare

perfectly clean & dry bare metal

surface free from all dirt/foreign

material & ready for initial coat of

paint for new or existing steel

girders. Rate includes cost of

labour, consumables, brushes, tools

& plants, ladders, scaffoldings,

jhoola, hanging scaffolding staging

Painting of cleaned plate/composite

bridge girders including all

scaffolding along with provision of

Jhoola / hanging scaffolding ladders

etc. where required.

Chromate conforming to IS:104

with DFT of 25-30 Microns followed

by one coat of Zinc Chromate red

oxide conforming to IS:2074 DFT of

in dual containers conforming to

IS:2339 with DFT of 15 - 20 Microns

Schedule Schedule E1-ITEMS THAT ARE COVERED UNDER DSR 2021 (LC 549)

Item- 17 ITEMS THAT ARE COVERED UNDER DSR 2021 (LC 549)

S No. Item No Description of Item Unit Qty Rate Amount

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying cement

concrete in retaining walls, return

walls, walls (any thickness)

including attached pilasters,

columns, piers, abutments, pillars,

posts, struts, buttresses, string or

lacing courses, parapets, coping,

bed blocks, anchor blocks, plain

window sills, fillets, sunken floor

etc., up to floor five level, excluding

the cost of centering, shuttering

(zone-III) derived from natural

1 sources : 3 graded stone aggregate

20 mm nominal size derived from

natural sources).

(zone-III) derived from natural

2 sources : 4 graded stone aggregate

20 mm nominal size derived from

natural sources)

Centering and shuttering including

4.3 strutting, propping etc. and

removal of form work for :

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

4.3.2 Retaining walls, return walls, walls Sqm 100 669.55 66955

(any thickness) including attached

4 pilasters, buttresses, plinth and

string courses fillets, kerbs and

7.0 STONE WORK

7.1S RANDOM RUBBLE MASONRY

Random rubble masonry with hard

stone in foundation and plinth

including levelling up with cement

7.1 concrete 1:6:12 (1 cement : 6

coarse sand : 12 graded stone

aggregate 20 mm nominal size)

upto plinth level with :

Random rubble masonry with hard

stone in superstructure above

plinth level and upto floor five

level, including leveling up with

7.2 cement concrete 1:6:12 (1 cement

: 6 coarse sand : 12 graded stone

aggregate 20 mm nominal size) at

window sills, ceiling level and the

Schedule Schedule E2-ITEMS THAT ARE COVERED UNDER DSR 2021) (LC 543)

Item- 18 ITEMS THAT ARE COVERED UNDER DSR 2021) (LC 543)

S No. Item No Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

Earth work in excavation by

mechanical means (Hydraulic

excavator) / manual means in

foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm

2.8 on plan), including dressing of sides

and ramming of bottoms, lift upto

1.5 m, including getting out the

excavated soil and disposal of

surplus excavated soil as directed,

within a lead of 50 m.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position

cement concrete of specified grade

4.1 excluding the cost of centering and

shuttering - All work up to plinth

(zone-III) derived from natural

2 sources : 4 graded stone aggregate

20 mm nominal size derived from

natural sources)

(zone-III) derived from natural

3 sources: 6 graded stone aggregate

40 mm nominal size derived from

natural sources)

5.0 REINFORCED CEMENT CONCRETE

5.9S FORM WORK

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Centering and shuttering including

5.9 strutting, propping etc. and

removal of form for

5.9.1 Foundations, footings, bases of Sqm 70 307.95 21556.5

columns, etc. for mass concrete

5.9.2 Walls (any thickness) including Sqm 450 669.55 301297.5

5 attached pilasters, butteresses,

plinth and string courses etc.

5.9.3 Suspended floors, roofs, landings, Sqm 40 766.55 30662

balconies and access platform

5.9.7 Stairs, (excluding landings) except Sqm 30 657.75 19732.5

spiral-staircases

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work

including straightening, cutting,

5.22 bending, placing in position and

binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars Kg 1000 89.65 89650

of grade Fe-500D or more.

Steel reinforcement for R.C.C. work

including straightening, cutting,

5.22A bending, placing in position and

binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars Kg 25000 89.65 2241250

of grade Fe-500D or more.

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

s o u r c e s , Portland Pozzolana /

Ordinary Portland /Portland Slag

c e m e n t , 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

5.33 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.

5.33.1 All works upto plinth level

10 minimum cement content of 330 kg

11 minimum cement content of 350 kg

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

All works above plinth level upto

12 minimum cement content of 330 kg

13 minimum cement content of 350 kg

5.35 Add for using extra cement in the Quintal 15 688.45 10326.75

items of design mix over and above

the specified cement content

6.0 MASONRY WORK

Brick work with common burnt clay

F.P.S. (non modular) bricks of class

designation 7.5 in foundation and

Brick work with common burnt clay

F.P.S. (non modular) bricks of class

6.4 designation 7.5 in superstructure

above plinth level up to floor V

level in all shapes and sizes in :

13.0 FINISHING

CEMENT PLASTER (IN COARSE

13.4 12 mm cement plaster of mix :

13.44S EXTERIOR FINISHING

Finishing walls with water proofing

cement paint of required shade :

applied @ 3.84 kg/10 sqm)

Schedule Schedule E3-ITEMS THAT ARE COVERED UNDER DSR 2021) (LC 558)

Item- 19 ITEMS THAT ARE COVERED UNDER DSR 2021) (LC 558)

S No. Item No Description of Item Unit Qty Rate Amount

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying cement

concrete in retaining walls, return

walls, walls (any thickness)

including attached pilasters,

columns, piers, abutments, pillars,

posts, struts, buttresses, string or

lacing courses, parapets, coping,

bed blocks, anchor blocks, plain

window sills, fillets, sunken floor

etc., up to floor five level, excluding

the cost of centering, shuttering

(zone-III) derived from natural

1 sources : 3 graded stone aggregate

20 mm nominal size derived from

natural sources).

(zone-III) derived from natural

2 sources : 4 graded stone aggregate

20 mm nominal size derived from

natural sources)

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Centering and shuttering including

4.3 strutting, propping etc. and

removal of form work for :

4.3.1 Foundations, footings, bases for Sqm 100 307.95 30795

4.3.2 Retaining walls, return walls, walls Sqm 100 669.55 66955

(any thickness) including attached

4 pilasters, buttresses, plinth and

string courses fillets, kerbs and

7.0 STONE WORK

7.1S RANDOM RUBBLE MASONRY

Random rubble masonry with hard

stone in foundation and plinth

including levelling up with cement

7.1 concrete 1:6:12 (1 cement : 6

coarse sand : 12 graded stone

aggregate 20 mm nominal size)

upto plinth level with :

Random rubble masonry with hard

stone in superstructure above

plinth level and upto floor five

level, including leveling up with

7.2 cement concrete 1:6:12 (1 cement

: 6 coarse sand : 12 graded stone

aggregate 20 mm nominal size) at

window sills, ceiling level and the

Schedule Schedule E4-ITEMS THAT ARE COVERED UNDER DSR 2021) (LC 574)

Item- 20 ITEMS THAT ARE COVERED UNDER DSR 2021) (LC 574)

S No. Item No Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

Earth work in excavation by

mechanical means (Hydraulic

excavator) / manual means in

foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm

2.8 on plan), including dressing of sides

and ramming of bottoms, lift upto

1.5 m, including getting out the

excavated soil and disposal of

surplus excavated soil as directed,

within a lead of 50 m.

4.0 CONCRETE WORK

4.1S CEMENT CONCRETE (CAST IN SITU)

Providing and laying in position

cement concrete of specified grade

4.1 excluding the cost of centering and

shuttering - All work up to plinth

(zone-III) derived from natural

2 sources : 4 graded stone aggregate

20 mm nominal size derived from

natural sources)

(zone-III) derived from natural

3 sources: 6 graded stone aggregate

40 mm nominal size derived from

natural sources)

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

5.0 REINFORCED CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including

5.9 strutting, propping etc. and

removal of form for

5.9.1 Foundations, footings, bases of Sqm 70 307.95 21556.5

columns, etc. for mass concrete

5.9.2 Walls (any thickness) including Sqm 450 669.55 301297.5

5 attached pilasters, butteresses,

plinth and string courses etc.

5.9.3 Suspended floors, roofs, landings, Sqm 40 766.55 30662

balconies and access platform

5.9.7 Stairs, (excluding landings) except Sqm 30 657.75 19732.5

spiral-staircases

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work

including straightening, cutting,

5.22 bending, placing in position and

binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars Kg 1000 89.65 89650

of grade Fe-500D or more.

Steel reinforcement for R.C.C. work

including straightening, cutting,

5.22A bending, placing in position and

binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars Kg 25000 89.65 2241250

of grade Fe-500D or more.

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

s o u r c e s , Portland Pozzolana /

Ordinary Portland /Portland Slag

c e m e n t , 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

5.33 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.

5.33.1 All works upto plinth level

10 minimum cement content of 330 kg

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

11 minimum cement content of 350 kg

All works above plinth level upto

12 minimum cement content of 330 kg

13 minimum cement content of 350 kg

5.35 Add for using extra cement in the Quintal 15 688.45 10326.75

items of design mix over and above

the specified cement content

6.0 MASONRY WORK

Brick work with common burnt clay

F.P.S. (non modular) bricks of class

designation 7.5 in foundation and

Brick work with common burnt clay

F.P.S. (non modular) bricks of class

6.4 designation 7.5 in superstructure

above plinth level up to floor V

level in all shapes and sizes in :

13.0 FINISHING

CEMENT PLASTER (IN COARSE

13.4 12 mm cement plaster of mix :

13.44S EXTERIOR FINISHING

Finishing walls with water proofing

cement paint of required shade :

applied @ 3.84 kg/10 sqm)

Schedule Schedule F1-ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 549)SUPPLY OF CEMENT

Item- 21 ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 549)SUPPLY OF CEMENT

S No. Item No Description of Item Unit Qty Rate Amount

Supply and using Cement at

of approved brands/makes

Schedule Schedule F2-ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 543) SUPPLY OF CEMENT

Item- 22 ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 543) SUPPLY OF CEMENT

S No. Item No Description of Item Unit Qty Rate Amount

Supply and using Cement at

of approved brands/makes

Schedule Schedule F3-ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 558)-SUPPLY OF CEMENT

Item- 23 ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 558)-SUPPLY OF CEMENT

S No. Item No Description of Item Unit Qty Rate Amount

Supply and using Cement at

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

of approved brands/makes

Schedule Schedule F4-ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 574)-SUPPLY OF CEMENT

Item- 24 ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 574)-SUPPLY OF CEMENT

S No. Item No Description of Item Unit Qty Rate Amount

Supply and using Cement at

of approved brands/makes

Schedule G1-ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 549)- SUPPLY OF

REINFORCEMENT STEEL

ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 549)- SUPPLY OF REINFORCEMENT STEEL (LC

S No. Item No Description of Item Unit Qty Rate Amount

Supply of steel reinforcement of

approved brands/makes for R.C.C.

work including straightening,

cutting, bending, placing in position

and binding all complete.

of grade Fe-500D or more of

approved brands/makes.

Schedule G2-ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 543)- SUPPLY OF

REINFORCEMENT STEEL

Item- 26 ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 543)- SUPPLY OF REINFORCEMENT STEEL

S No. Item No Description of Item Unit Qty Rate Amount

Supply of steel reinforcement of

approved brands/makes for R.C.C.

work including straightening,

cutting, bending, placing in position

and binding all complete.

of grade Fe-500D or more of

approved brands/makes.

Schedule G3-ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 558)- SUPPLY OF

REINFORCEMENT STEEL

ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 558)- SUPPLY OF REINFORCEMENT STEEL (LC

S No. Item No Description of Item Unit Qty Rate Amount

Supply of steel reinforcement of

approved brands/makes for R.C.C.

work including straightening,

cutting, bending, placing in position

and binding all complete.

of grade Fe-500D or more of

approved brands/makes.

Schedule G4-ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 574)- SUPPLY OF

REINFORCEMENT STEEL

ITEMS THAT ARE COVERED UNDER USSOR 2021 (LC 574)- SUPPLY OF REINFORCEMENT STEEL (LC

S No. Item No Description of Item Unit Qty Rate Amount

Supply of steel reinforcement of

approved brands/makes for R.C.C.

work including straightening,

cutting, bending, placing in position

and binding all complete.

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

of grade Fe-500D or more of

approved brands/makes.

Schedule H1-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021- WORKS CONNECTED

WITH TEMPORARY ARRANGEMENTS (LC 549)

ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021- WORKS CONNECTED WITH

TEMPORARY ARRANGEMENTS (LC 549)

S No. Item No Description of Item Unit Qty Rate Amount

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

w o r k 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.

members of minimum 50mm dia.

ballast from track, duly digging /

scarifying ballast by beaters / wire

brushes or any mechanical means,

leveling and dressing formation

with specified cross slope after

salvaging ballast, separating muck

by screening the salvaged ballast

with contractor's 20mm size sieve,

stacking of screened ballast for

measurement, disposing off muck

at specified locations with all lead &

lifts as directed by Engineer in-

charge. Note: Payment shall be

made for quantity of ballast

stacked after screening of retrieved

ballast from track.

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.

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Maintenance of track on main line

& loops, Points & crossings etc.

including special attention to

section for carrying out various

maintenance works listed in Indian

Railways P.Way Manual / Bridge

Manual for safe running of goods

and passenger trains with

contractor's tools / labours etc.

complete, as directed by Engineer

in-charge. Note: Contractor shall

arrange one gang at any point of

time comprising of minimum

specified labours with sufficient

experience in P.Way working.

physically fit labours plus 1 Mate. Day

N o t e : (1) In case, contractor

provides less no. of Labour/Mate or

for non availability of vehicle,

payment will be deducted for each

such person or non-availability of

vehicle @ 20% of the accepted

item rate, separately for each

shortfall. (2) The Contractor shall

keep one pick up Truck of minimum

1.5T payload capacity with Driver

all the time and all expenditures for

running at an average of 80 kms

per day shall be born by the

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

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

1400mmx400mm with back

support frame fixed to vertical post

of MS angle of size

50mmx50mmx6mm of 3650 mm

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

Circular shape having diameter of

1000mm with back support frame

welded to vertical post of MS angle

of size 50mmx50mmx6mm of 3950

Schedule H2-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021- WORKS CONNECTED

WITH TEMPORARY ARRANGEMENTS (LC 543)

ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021- WORKS CONNECTED WITH

TEMPORARY ARRANGEMENTS) (LC 543)

S No. Item No Description of Item Unit Qty Rate Amount

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

w o r k 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.

members of minimum 50mm dia.

ballast from track, duly digging /

scarifying ballast by beaters / wire

brushes or any mechanical means,

leveling and dressing formation

with specified cross slope after

salvaging ballast, separating muck

by screening the salvaged ballast

with contractor's 20mm size sieve,

stacking of screened ballast for

measurement, disposing off muck

at specified locations with all lead &

lifts as directed by Engineer in-

charge. Note: Payment shall be

made for quantity of ballast

stacked after screening of retrieved

ballast from track.

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

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.

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.

physically fit labours plus 1 Mate. Day

N o t e : (1) In case, contractor

provides less no. of Labour/Mate or

for non availability of vehicle,

payment will be deducted for each

such person or non-availability of

vehicle @ 20% of the accepted

item rate, separately for each

shortfall. (2) The Contractor shall

keep one pick up Truck of minimum

1.5T payload capacity with Driver

all the time and all expenditures for

running at an average of 80 kms

per day shall be born by the

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Manufacturing, fabricating and

supplying retro-reflective

Engineering Indicator boards, made

of 2mm thick aluminium sheet or

3mm thick aluminium composite

sheet, face to be fully covered with

high intensity encapsulated type

heat activated retro-reflective

sheeting conforming to type-IV of

ASTM-D4956-01 in yellow & black

or other colour combination

including subject matter, message,

symbols, borders etc. as approved

by Engineer In-charge or as per

IRPWM guidelines, pasted on

substrate by an adhesive backing

which shall be activated by

applying heat and pressure

conforming to class-2 of ASTM-D-

4956-01 and fixing the same with

suitable sized aluminium alloy

rivets @ 20 cm c/c to back-support

frame of M.S. angle iron of size

25mm x25mm x 3mmprovided all

along the edges of board with theft

resistant measures back side of

board shall be with non-peelable

weatherproof paint, consisting of

one coat of zinc chromate primer

and two coats of epoxy paint.

Vertical post shall have black &

white anti-corrosive paint or

powder coating complete, as

1400mmx400mm with back

support frame fixed to vertical post

of MS angle of size

50mmx50mmx6mm of 3650 mm

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

Circular shape having diameter of

1000mm with back support frame

welded to vertical post of MS angle

of size 50mmx50mmx6mm of 3950

Schedule H3-(ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021- WORKS CONNECTED

WITH TEMPORARY ARRANGEMENTS) (LC 558)

ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021- WORKS CONNECTED WITH

TEMPORARY ARRANGEMENTS) (LC 558)

S No. Item No Description of Item Unit Qty Rate Amount

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN 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

w o r k 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.

members of minimum 50mm dia.

ballast from track, duly digging /

scarifying ballast by beaters / wire

brushes or any mechanical means,

leveling and dressing formation

with specified cross slope after

salvaging ballast, separating muck

by screening the salvaged ballast

with contractor's 20mm size sieve,

stacking of screened ballast for

measurement, disposing off muck

at specified locations with all lead &

lifts as directed by Engineer in-

charge. Note: Payment shall be

made for quantity of ballast

stacked after screening of retrieved

ballast from track.

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.

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Maintenance of track on main line

& loops, Points & crossings etc.

including special attention to

section for carrying out various

maintenance works listed in Indian

Railways P.Way Manual / Bridge

Manual for safe running of goods

and passenger trains with

contractor's tools / labours etc.

complete, as directed by Engineer

in-charge. Note: Contractor shall

arrange one gang at any point of

time comprising of minimum

specified labours with sufficient

experience in P.Way working.

physically fit labours plus 1 Mate. Day

N o t e : (1) In case, contractor

provides less no. of Labour/Mate or

for non availability of vehicle,

payment will be deducted for each

such person or non-availability of

vehicle @ 20% of the accepted

item rate, separately for each

shortfall. (2) The Contractor shall

keep one pick up Truck of minimum

1.5T payload capacity with Driver

all the time and all expenditures for

running at an average of 80 kms

per day shall be born by the

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

5 202021 Caution Indicator Board of size Each 8.00 7028.86 56230.88

1400mmx400mm with back

support frame fixed to vertical post

of MS angle of size

50mmx50mmx6mm of 3650 mm

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

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

Circular shape having diameter of

1000mm with back support frame

welded to vertical post of MS angle

of size 50mmx50mmx6mm of 3950

Schedule H4-ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021- WORKS CONNECTED

WITH TEMPORARY ARRANGEMENTS) (LC 574)

ITEMS OF WORKS THAT ARE COVERED UNDER USSOR 2021- WORKS CONNECTED WITH

TEMPORARY ARRANGEMENTS) (LC 574)

S No. Item No Description of Item Unit Qty Rate Amount

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

w o r k 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.

members of minimum 50mm dia.

ballast from track, duly digging /

scarifying ballast by beaters / wire

brushes or any mechanical means,

leveling and dressing formation

with specified cross slope after

salvaging ballast, separating muck

by screening the salvaged ballast

with contractor's 20mm size sieve,

stacking of screened ballast for

measurement, disposing off muck

at specified locations with all lead &

lifts as directed by Engineer in-

charge. Note: Payment shall be

made for quantity of ballast

stacked after screening of retrieved

ballast from track.

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

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.

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.

physically fit labours plus 1 Mate. Day

N o t e : (1) In case, contractor

provides less no. of Labour/Mate or

for non availability of vehicle,

payment will be deducted for each

such person or non-availability of

vehicle @ 20% of the accepted

item rate, separately for each

shortfall. (2) The Contractor shall

keep one pick up Truck of minimum

1.5T payload capacity with Driver

all the time and all expenditures for

running at an average of 80 kms

per day shall be born by the

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Manufacturing, fabricating and

supplying retro-reflective

Engineering Indicator boards, made

of 2mm thick aluminium sheet or

3mm thick aluminium composite

sheet, face to be fully covered with

high intensity encapsulated type

heat activated retro-reflective

sheeting conforming to type-IV of

ASTM-D4956-01 in yellow & black

or other colour combination

including subject matter, message,

symbols, borders etc. as approved

by Engineer In-charge or as per

IRPWM guidelines, pasted on

substrate by an adhesive backing

which shall be activated by

applying heat and pressure

conforming to class-2 of ASTM-D-

4956-01 and fixing the same with

suitable sized aluminium alloy

rivets @ 20 cm c/c to back-support

frame of M.S. angle iron of size

25mm x25mm x 3mmprovided all

along the edges of board with theft

resistant measures back side of

board shall be with non-peelable

weatherproof paint, consisting of

one coat of zinc chromate primer

and two coats of epoxy paint.

Vertical post shall have black &

white anti-corrosive paint or

powder coating complete, as

1400mmx400mm with back

support frame fixed to vertical post

of MS angle of size

50mmx50mmx6mm of 3650 mm

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

Circular shape having diameter of

1000mm with back support frame

welded to vertical post of MS angle

of size 50mmx50mmx6mm of 3950

Schedule I1-ITEMS OF WORKS COVERED UNDER DSR 2021- FOR DISMATLING OF GATE LODGE, ETC

Item- 33 ITEMS OF WORKS COVERED UNDER DSR 2021- FOR DISMATLING OF GATE LODGE, ETC (LC 549)

S No. Item No Description of Item Unit Qty Rate Amount

15.0 DISMANTLING AND DEMOLISHING

Demolishing cement concrete

manually/ by mechanical means

15.2 including disposal of material

within 50 metres lead as per

direction of Engineer - in - charge.

mix (i/c equivalent design mix)

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

by mechanical means including

stacking of steel bars and disposal

of unserviceable material within 50

metres lead as per direction of

Engineer - in- charge.

Demolishing brick work manually/

by mechanical means including

stacking of serviceable material

and disposal of unserviceable

material within 50 metres lead as

per direction of Engineer-in-charge.

Demolishing stone rubble masonry

manually/ by mechanical means

including stacking of serviceable

15.9 material and disposal of

unserviceable material within 50

metres lead as per direction of

Engineer-in-charge :

Dismantling doors, windows and

clerestory windows (steel or wood)

shutter including chowkhats,

architrave, holdfasts etc. complete

and stacking within 50 metres lead

15.18 Dismantling steel work in built up Kg 500 4.65 2325

sections in angles, tees, flats and

channels including all gusset

6 plates, bolts, nuts, cutting rivets,

welding etc. including

dismembering and stacking within

50 metres lead.

by mechanical means in built up

7 sections without dismembering and

stacking within 50 metres lead as

per direction of Engineer-in-charge.

Schedule I2-ITEMS OF WORKS COVERED UNDER DSR 2021- FOR DISMATLING OF GATE LODGE, ETC

Item- 34 ITEMS OF WORKS COVERED UNDER DSR 2021- FOR DISMATLING OF GATE LODGE, ETC (LC 543)

S No. Item No Description of Item Unit Qty Rate Amount

14.0 REPAIRS TO BUILDING

14.75AS ROUTINE MAINTENANCE WORK

including disposal of dismantled

1 materials i/c malba all complete as

per directions of Engineer-in-

15.0 DISMANTLING AND DEMOLISHING

Demolishing cement concrete

manually/ by mechanical means

15.2 including disposal of material

within 50 metres lead as per

direction of Engineer - in - charge.

mix (i/c equivalent design mix)

by mechanical means including

stacking of steel bars and disposal

of unserviceable material within 50

metres lead as per direction of

Engineer - in- charge.

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Demolishing brick work manually/

by mechanical means including

stacking of serviceable material

and disposal of unserviceable

material within 50 metres lead as

per direction of Engineer-in-charge.

Demolishing stone rubble masonry

manually/ by mechanical means

including stacking of serviceable

15.9 material and disposal of

unserviceable material within 50

metres lead as per direction of

Engineer-in-charge :

Dismantling doors, windows and

clerestory windows (steel or wood)

shutter including chowkhats,

architrave, holdfasts etc. complete

and stacking within 50 metres lead

15.18 Dismantling steel work in built up Kg 400 4.65 1860

sections in angles, tees, flats and

channels including all gusset

8 plates, bolts, nuts, cutting rivets,

welding etc. including

dismembering and stacking within

50 metres lead.

by mechanical means in built up

9 sections without dismembering and

stacking within 50 metres lead as

per direction of Engineer-in-charge.

Dismantling tile work in floors and

roofs laid in cement mortar

including stacking material within

50 metres lead.

Dismantling precast concrete or

stone slabs in walls, partition walls

etc. including stacking within 50

Dismantling G.I. pipes (external

work) including excavation and

refilling trenches after taking out

15.44 the pipes, manually/ by mechanical

means including stacking of pipes

within 50 metres lead as per

direction of Engineer-in-charge :

15.56 Dismantling old plaster or skirting Sqm 90 45.05 4054.5

raking out joints and cleaning the

13 surface for plaster including

disposal of rubbish to the dumping

ground within 50 metres lead.

Schedule I3-ITEMS OF WORKS COVERED UNDER DSR 2021- FOR DISMATLING OF GATE LODGE, ETC

Item- 35 ITEMS OF WORKS COVERED UNDER DSR 2021- FOR DISMATLING OF GATE LODGE, ETC (LC 558)

S No. Item No Description of Item Unit Qty Rate Amount

15.0 DISMANTLING AND DEMOLISHING

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Demolishing cement concrete

manually/ by mechanical means

15.2 including disposal of material

within 50 metres lead as per

direction of Engineer - in - charge.

mix (i/c equivalent design mix)

by mechanical means including

stacking of steel bars and disposal

of unserviceable material within 50

metres lead as per direction of

Engineer - in- charge.

Demolishing brick work manually/

by mechanical means including

stacking of serviceable material

and disposal of unserviceable

material within 50 metres lead as

per direction of Engineer-in-charge.

Demolishing stone rubble masonry

manually/ by mechanical means

including stacking of serviceable

15.9 material and disposal of

unserviceable material within 50

metres lead as per direction of

Engineer-in-charge :

Dismantling doors, windows and

clerestory windows (steel or wood)

shutter including chowkhats,

architrave, holdfasts etc. complete

and stacking within 50 metres lead

15.18 Dismantling steel work in built up Kg 500 4.65 2325

sections in angles, tees, flats and

channels including all gusset

6 plates, bolts, nuts, cutting rivets,

welding etc. including

dismembering and stacking within

50 metres lead.

by mechanical means in built up

7 sections without dismembering and

stacking within 50 metres lead as

per direction of Engineer-in-charge.

Schedule I4-ITEMS OF WORKS COVERED UNDER DSR 2021- FOR DISMATLING OF GATE LODGE, ETC

Item- 36 ITEMS OF WORKS COVERED UNDER DSR 2021- FOR DISMATLING OF GATE LODGE, ETC (LC 574)

S No. Item No Description of Item Unit Qty Rate Amount

14.0 REPAIRS TO BUILDING

14.75AS ROUTINE MAINTENANCE WORK

including disposal of dismantled

1 materials i/c malba all complete as

per directions of Engineer-in-

15.0 DISMANTLING AND DEMOLISHING

Demolishing cement concrete

manually/ by mechanical means

15.2 including disposal of material

within 50 metres lead as per

direction of Engineer - in - charge.

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

mix (i/c equivalent design mix)

by mechanical means including

stacking of steel bars and disposal

of unserviceable material within 50

metres lead as per direction of

Engineer - in- charge.

Demolishing brick work manually/

by mechanical means including

stacking of serviceable material

and disposal of unserviceable

material within 50 metres lead as

per direction of Engineer-in-charge.

Demolishing stone rubble masonry

manually/ by mechanical means

including stacking of serviceable

15.9 material and disposal of

unserviceable material within 50

metres lead as per direction of

Engineer-in-charge :

Dismantling doors, windows and

clerestory windows (steel or wood)

shutter including chowkhats,

architrave, holdfasts etc. complete

and stacking within 50 metres lead

15.18 Dismantling steel work in built up Kg 400 4.65 1860

sections in angles, tees, flats and

channels including all gusset

8 plates, bolts, nuts, cutting rivets,

welding etc. including

dismembering and stacking within

50 metres lead.

15.19 Dismantling steel work manually/ Kg 400 3.2 1280

by mechanical means in built up

9 sections without dismembering and

stacking within 50 metres lead as

per direction of Engineer-in-charge.

Dismantling tile work in floors and

roofs laid in cement mortar

including stacking material within

50 metres lead.

Dismantling precast concrete or

stone slabs in walls, partition walls

etc. including stacking within 50

Dismantling G.I. pipes (external

work) including excavation and

refilling trenches after taking out

15.44 the pipes, manually/ by mechanical

means including stacking of pipes

within 50 metres lead as per

direction of Engineer-in-charge :

15.56 Dismantling old plaster or skirting Sqm 90 45.05 4054.5

raking out joints and cleaning the

13 surface for plaster including

disposal of rubbish to the dumping

ground within 50 metres lead.

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Schedule Schedule J1-ITEMS COVERED UNDER USSOR 2021 (P WAY ITEMS) (LC 549)

Item- 37 ITEMS COVERED UNDER USSOR 2021 (P WAY ITEMS) (LC 549)

S No. Item No Description of Item Unit Qty Rate Amount

Recoupment of ballast in running

line with railway's stone ballast

from existing stacks available

along alignment either on top of

cutting or on cess or at toe of bank

by head leads or by any other

means and spreading to make up

deficiency in the required profile

with contractor's labour, tools &

plants, as directed by Engineer-in-

charge . Note: Payment shall be

made based on ballast stack

each additional average lead of

50m or part thereof when total

average lead exceeds 50m, but up

to 250m. Note: This item may be

used only in exceptional

circumstance under prior order on

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

Manufacturing and Supply of

Alumino thermic welding portions

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.

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

25mm gap 'in-situ' welding during

traffic block 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. Welding shall be carried

o u t only by trained welder having

valid competency certificate using

RDSO approved Alumino Thermit

Welding Portions, 3 piece

prefabricated mould (ZIRCON

WASHED) manually pressed, Single

shot crucible fitted with auto

tapping thimble and Compressed

Air Petrol/LPG preheating technique

as per RDSO Specification No

IRST/19-2020 with latest

amendment. 2. Hydraulic Weld

trimmer shall be used for chipping

and profile Grinder for finishing. 3.

Only 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. All other

items required shall be supplied by

the Contractor.

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.

Through packing of track, as per

procedure prescribed in latest

edition of Indian Railways

Permanent Way Manual

Density of 1540 Sleepers/Km or

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

De-stressing of LWR/CWR track of

any density under traffic line block

with contractor's labours, tools,

equipments and consumables

inclusive of all lead & lift. Activities

include cutting of LWR/CWR into

convenient panels of specified

length, removal of ERCs, liners,

greasing of ERCs and liner contact

area, lifting rails and keeping them

on rollers provided at every 15

sleepers, working out elongation of

rail ends depending on prevailing

site conditions, pulling rails with

the help of Hydraulic Tensor to

achieve the desired elongation,

cutting rails, as required, removing

rollers and placing rail in position,

re-fixing ERCs & liners and

adjustment of gap at SEJs : Note:

(1) Welding of rail joints will be

paid separately. (2) Rail cutting and

Hole drilling shall be paid

separately. (3) Opening and closing

of LC if required will be paid

separately. (4) As per procedure

prescribed in latest edition of

IRPWM & CE's Circulars for

destressing of LWR/CWR, if any.

Loading of 52kg / 60kg PSC normal

line and special sleepers up to 2.75

metre length in Depot / Station /

Mid-section between stations in a

neat manner to departmental

material train (DMT) or contractor's

/ Railway's Truck/Trailer with crane

or any other means including

crossing of one track with free lead

up to 250 metre and lift up to 5

metre, if required with contractor's

labour, tools & plants, machinery,

consumables etc. Note: In case of

any damage to sleeper during

loading, penalty @ 50% of the all

inclusive cost of sleeper shall be

block where handling by

mechanical means is not possible

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.

150 Km over item no. 172057

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

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.

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

additional lead of every 500m or

part thereof beyond 500 m

15 181020 Dismantling existing check rail of RM 60.00 217.32 13039.20

Level Crossing, blocks, bolts & nuts

and stacking these in a countable

manner near LC, free from any

infringements as directed by

Engineer in-charge.

16 181030 Dismantling exiting Rail Height Each 2.00 4365.86 8731.72

Gauge carefully 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

17 181040 Dismantling existing lifting barrier Set 2.00 28590.06 57180.12

along with winch assembly and

other components like boom,

fringes, locking arrangements,

pedestal, boom rest, locking

rods/wires, pulley stakes, turn out

wheels, 'A' base and other

materials connected with

functioning of lifting barrier,

removing engineering indicators on

track and level crossing road

signages without any damage

including demolishing concrete

base of existing structures, filling,

ramming and levelling the ground

disturbed during demolition,

clearing debris and stacking all

released material in a neat and

countable manner and clear of

infringements, as directed. Note:

Barriers on both sides of level

crossing constitute one set.

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

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.

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 and finished as

per RDSO's approved drawing.

Note: 1.One set consists of LH & RH

side rails of one end. 2.Required

P.Way fittings will be supplied at

SSE stores depot.

with drill twist in the foot of guard

rails for fixing guard rails on bridge

Schedule Schedule J3-ITEMS COVERED UNDER USSOR 2021 (P WAY ITEMS) LC 558

Item- 38 ITEMS COVERED UNDER USSOR 2021 (P WAY ITEMS) LC 558

S No. Item No Description of Item Unit Qty Rate Amount

Recoupment of ballast in running

line with railway's stone ballast

from existing stacks available

along alignment either on top of

cutting or on cess or at toe of bank

by head leads or by any other

means and spreading to make up

deficiency in the required profile

with contractor's labour, tools &

plants, as directed by Engineer-in-

charge . Note: Payment shall be

made based on ballast stack

each additional average lead of

50m or part thereof when total

average lead exceeds 50m, but up

to 250m. Note: This item may be

used only in exceptional

circumstance under prior order on

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

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Manufacturing and Supply of

Alumino thermic welding portions

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.

25mm gap 'in-situ' welding during

traffic block 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. Welding shall be carried

o u t only by trained welder having

valid competency certificate using

RDSO approved Alumino Thermit

Welding Portions, 3 piece

prefabricated mould (ZIRCON

WASHED) manually pressed, Single

shot crucible fitted with auto

tapping thimble and Compressed

Air Petrol/LPG preheating technique

as per RDSO Specification No

IRST/19-2020 with latest

amendment. 2. Hydraulic Weld

trimmer shall be used for chipping

and profile Grinder for finishing. 3.

Only 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. All other

items required shall be supplied by

the Contractor.

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

Through packing of track, as per

procedure prescribed in latest

edition of Indian Railways

Permanent Way Manual

6 131011 For PSC sleeper Track with Sleeper TRM 150.00 123.11 18466.50

Density of 1540 Sleepers/Km or

De-stressing of LWR/CWR track of

any density under traffic line block

with contractor's labours, tools,

equipments and consumables

inclusive of all lead & lift. Activities

include cutting of LWR/CWR into

convenient panels of specified

length, removal of ERCs, liners,

greasing of ERCs and liner contact

area, lifting rails and keeping them

on rollers provided at every 15

sleepers, working out elongation of

rail ends depending on prevailing

site conditions, pulling rails with

the help of Hydraulic Tensor to

achieve the desired elongation,

cutting rails, as required, removing

rollers and placing rail in position,

re-fixing ERCs & liners and

adjustment of gap at SEJs : Note:

(1) Welding of rail joints will be

paid separately. (2) Rail cutting and

Hole drilling shall be paid

separately. (3) Opening and closing

of LC if required will be paid

separately. (4) As per procedure

prescribed in latest edition of

IRPWM & CE's Circulars for

destressing of LWR/CWR, if any.

Loading of 52kg / 60kg PSC normal

line and special sleepers up to 2.75

metre length in Depot / Station /

Mid-section between stations in a

neat manner to departmental

material train (DMT) or contractor's

/ Railway's Truck/Trailer with crane

or any other means including

crossing of one track with free lead

up to 250 metre and lift up to 5

metre, if required with contractor's

labour, tools & plants, machinery,

consumables etc. Note: In case of

any damage to sleeper during

loading, penalty @ 50% of the all

inclusive cost of sleeper shall be

block where handling by

mechanical means is not possible

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.

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

150 Km over item no. 172057

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.

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

additional lead of every 500m or

part thereof beyond 500 m

14 181020 Dismantling existing check rail of RM 60.00 217.32 13039.20

Level Crossing, blocks, bolts & nuts

and stacking these in a countable

manner near LC, free from any

infringements as directed by

Engineer in-charge.

15 181030 Dismantling exiting Rail Height Each 2.00 4365.86 8731.72

Gauge carefully 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

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.

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 and finished as

per RDSO's approved drawing.

Note: 1.One set consists of LH & RH

side rails of one end. 2.Required

P.Way fittings will be supplied at

SSE stores depot.

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

with drill twist in the foot of guard

rails for fixing guard rails on bridge

Schedule K1-ITEMS OF WORKS THAT ARE NOT COVERED UNDER USSOR 2021/DSR 2021 (P way

Item- 39 ITEMS OF WORKS THAT ARE NOT COVERED UNDER USSOR 2021/DSR 2021 (P way items)(LC 549)

S No. Item No Description of Item Unit Qty Rate Amount

1 1 Transportation of class-I and IIrails MT 10.00 2915.75 29157.50

up to 13m long, check railsetc.

available from any stationyard /

midsection/ LCs overSouthern

Railway outside theconcerned

Dy.CE's jurisdiction, torequired site

or specifiedConstruction Stores

Depotincluding collection of

releasedrails also, if any, from

along theRailway alignment,

leading to thenearest road

approach, loading,unloading and

stacking the samein a neat and

countable mannerwith contractor's

road vehicle,crew, labour, tools,

consumablestores with all leads

and lifts etc.complete and as

directed. Note:The weight of rails

for Class- IIwill be 95% of new rails.

For leadup to 100 km.

CAUTIONINDICATORS / ANY

OTHERBOARDS supplied at the

nearestconstruction stores depot

leadingto works spot, painting the

same,fixing the board in concrete

baseof CC 1:3:6 mix of size 0.30

x0.30 x 0.45 m including earthwork

excavation required

andmaintaining the boards

forrequired period and removing

thesame when no longer

requiredleading the handing over

to thenearest construction depot

withall leads and lifts etc.,

completeas directed.( All labour

and toolsby contractor, Cement

concretewhich will be paid

separatelyunder relevant

3 3 Manual replacement of existingPSC Each 85.00 547.73 46557.05

sleepers with PSC special sleepers

for guard rails under traffic

conditions to correct level, spacing,

gaugeand alignment with

necessaryfittings and fastenings

with initial kutcha packing to carry

traffic at20 Kmph. This would

includecontractor's labour, tools

andplants, vehicles,

consumables,fuel etc. and with all

lead and liftand crossing the track

where everrequired. This also

includestacking of released

materials atnominated places in

the yard ornearest construction

depot asdirected by the Engineer -

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

PSCsleepers using 52Kg / 90R Track

railsunder the bridge portion as Metre

perDrg. No. RDSO/T- 4088

includingcutting and bending rails,

drillingholes for joints

wherevernecessary, fixing rails,

finishing joints, squaring and

adjustingspacing of sleepers as

requiredproviding nose blocks duly

cuttingcontractor's hard wood and

fixingit with bolts, leading and

stackingthe released / balance

materialsat nearest construction

storedepot with all leads and lifts

etc.complete and as directed.

(Payment will be made forfinished

track length of guardrails)

5 5 Removal of cables of any size and Metre 50.00 144.66 7233.00

nature viz. signal/tele/electrical

(HT/LT) existing below ground level

up to 2.00m depth without causing

any damage to the cables including

excavating the earth up to the

cable and refilling the earth after

the removal of cable and placing

the cable on the ground with all

leads, lifts, etc. complete as

directed. (All labour and materials,

consumables, tools nand plants,

machinery by contractor).

(Payment will be for all cables in

one trench of about 45 cm width

6 6 Re-laying of Railways cables below Metre 50.00 103.04 5152.00

ground level including excavation

of earth to the required ( up to

maximum 1.00m or as required)

and filling back the same after

laying the cables, without causing

any damage to the cable with all

lead, lift etc. complete as directed,

(All labour and materials,

consumables, tools and plants.

machinery by contractor).

(Payment will be for all cables in

one trench of about 45 cm width)

7 7 "Dismantling the rail barricading Each 100.00 97.46 9746.00

without any damage to the track

and return the rails full to nearby

places with good road approach

and stacking the same in a

countable manner at the

contractors cost with all lead and

lift and as directed by the Engineer

incharge (All tools, labour,

materials, consumables

etc.required by the contractor).

NOTE: (1).A detailed laid inventory

should be taken prior to

commencement of the work. (2).

Rates includes transportation of

loose fittings like ,fish plates etc to

the nearest store depot. (3) The

rate quoted above shall also

include leading of released rails to

the nearest location with road

approach with a maximum lead of

500m. (4) The item also includes

crossing of track and leading by dip

lorry under block if required..."

CAO-CN-RSP-MS-ENGINEERING/SOUTHERN RLY

fencing duly excavating around the

posts required, removing the posts

and pale and stacking the re usable

pale fencing posts at convenient

[places as directed by the

Engineer-incharge with all lead and

lift etc. complete."

Schedule K3-ITEMS OF WORKS THAT ARE NOT COVERED UNDER USSOR 2021/DSR 2021 (P way

Item- 40 ITEMS OF WORKS THAT ARE NOT COVERED UNDER USSOR 2021/DSR 2021 (P way items)(LC 558)

S No. Item No Description of Item Unit Qty Rate Amount

1 1 Transportation of class-I and IIrails MT 10.00 2915.75 29157.50

up to 13m long, check railsetc.

available from any stationyard /

midsection / LCs overSouthern

Railway outside theconcerned

Dy.CE's jurisdiction, torequired site

or specifiedConstruction Stores

Depotincluding collection of

releasedrails also, if any, from

along theRailway alignment,

leading to thenearest road

approach, loading,unloading and

stacking the samein a neat and

countable mannerwith contractor's