Construction of pit line in connection with the work of "Ratlam - Provision of pit line, related infrastructure at integrated coaching depot under Plan Head - 42

as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. // All kinds of soil 2.25 50.00 cum 196.00 9800.00 (-) 32.00 6664.00

trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. 4.1.5 150.00 cum 7294.70 1094205.00 (-) 32.00 744059.40 Description:- CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in

up to plinth level : // 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) 4.3.1 95.00 Sqm 392.15 37254.25 (-) 32.00 25332.89

including strutting, propping etc. and removal of form work for : // Foundations, footings, bases for columns 5.9.1 80.00 Sqm 392.15 31372.00 (-) 32.00 21332.96

including strutting, propping etc. and removal of form for // Foundations, footings, bases of columns, etc. for mass concrete 5.9.2 40.00 Sqm 842.50 33700.00 (-) 32.00 22916.00

including strutting, propping etc. and removal of form for // Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. DYCE-C-RTM-ENGINEERING/WESTERN RLY 5.9.3 40.00 Sqm 927.25 37090.00 (-) 32.00 25221.20

including strutting, propping etc. and removal of form for // Suspended floors, roofs, landings, balconies and access platform 5.9.5 40.00 Sqm 736.40 29456.00 (-) 32.00 20030.08

including strutting, propping etc. and removal of form for // Lintels, beams, plinth beams, girders, bressummers and cantilevers 5.9.6 40.00 Sqm 961.30 38452.00 (-) 32.00 26147.36

including strutting, propping etc. and removal of form for // Columns, Pillars, Piers, Abutments, Posts and Struts 5.9.16.1 20.00 Metre 208.55 4171.00 (-) 32.00 2836.28

including strutting, propping etc. and removal of form for // Edges of slabs and breaks in floors and walls // Under 20 cm wide 5.9.19 20.00 Sqm 951.10 19022.00 (-) 32.00 12934.96

including strutting, propping etc. and removal of form for // Weather shade, Chajjas, corbels etc., including edges 5.13 20.00 cum 14325.95 286519.00 (-) 32.00 194832.92 Description:- REINFORCEMENT CEMENT CONCRETE // PRE-CAST RCC // Providing, hoisting and

clear span up to floor five level, including the cost of required centering, shuttering but , excluding the cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 5.33.1.1 875.00 cum 9504.75 8316656.25 (-) 32.00 5655326.25 Description:- REINFORCEMENT CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland

IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: // All works upto plinth level // Concrete of M25 grade with minimum cement content of 330 kg /cum 5.33.2.1 150.00 cum 9860.40 1479060.00 (-) 32.00 1005760.80 Description:- REINFORCEMENT CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland

IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: // All works above plinth level upto floor V level // Concrete of M25 grade with minimum cement content of 330 kg /cum 5.35 275.00 Quintal 733.50 201712.50 (-) 32.00 137164.50

extra cement in the items of design mix over and above the specified cement content therein. 12.37.1 100.00 Each 164.20 16420.00 (-) 32.00 11165.60

and 60 cm long rain water spout in cement mortar 1:4 (1 cement : 4 fine sand). // Stone ware spout 12.41.2 1800.00 Metre 377.40 679320.00 (-) 32.00 461937.60 Description:- ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing on wall face

ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. //

12.42.2.2 20.00 Each 127.60 2552.00 (-) 32.00 1735.36 Description:- ROOFING // RAIN WATER SPOUT AND PIPE // Providing and fixing on wall face

conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Single pushfit Coupler // 110 mm 12.43.2 375.00 Each 371.30 139237.50 (-) 32.00 94681.50 DYCE-C-RTM-ENGINEERING/WESTERN RLY

pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. //

of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. 13.48.3 2000.00 Sqm 170.70 341400.00 (-) 32.00 232152.00 Description:- FINISHING // EXTERIOR FINISHING // Finishing with Deluxe Multi surface paint

work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture 13.61.1 2000.00 Sqm 155.90 311800.00 (-) 32.00 212024.00

approved brand and manufacture to give an even shade : // Two or more coats on new work 15.2.1 15.00 cum 2434.25 36513.75 (-) 32.00 24829.35

manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. // Nominal concrete 1:3:6 or richer mix (including equivalent design mix) 15.3 5.00 cum 3551.25 17756.25 (-) 32.00 12074.25

by mechanical means including stacking of steel bars and disposal of unserviceable material within

by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. // In cement mortar Lump Sum 300000.00 (-) 32.00 204000.00

S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () B-SCHEDULE 'B' (SOR CPWD-DSR-2023 items - Supply and Utilization of 43101011.20 Below/P Reinforcement Steel and Structural Steel) ar 5.22.6 77000.00 Kg 107.85 8304450.00 (-) 32.00 5647026.00 Description:- REINFORCEMENT CEMENT CONCRETE // STEEL REINFORCEMENT // Steel

binding all complete upto plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. 5.22A.6 1500.00 Kg 107.85 161775.00 (-) 32.00 110007.00 Description:- REINFORCEMENT CEMENT CONCRETE // STEEL REINFORCEMENT // Steel

binding all complete above plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. 10.1 39250.00 Kg 117.35 4605987.50 (-) 32.00 3132071.50

without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2 373075.00 Kg 133.70 49880127.50 (-) 32.00 33918486.70

sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.25.2 2500.00 Kg 172.60 431500.00 (-) 32.00 293420.00 Description:- STEEL WORK // General // Steel work welded in built up sections/ framed work,

using structural steel etc. as required. // In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works DYCE-C-RTM-ENGINEERING/WESTERN RLY S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () C-SCHEDULE 'C' ( USSOR-2021 Items - P.WAY works) 890804.77 Below/P ar

Description:- Cutting / cropping of rail of 60Kg - 90 UTS, manually and perfectly vertical with

in emergencies with prior permission of sectional ADEN where machine cutting can not be arranged in time. 2. Cutting of Rails with blade and forcing to part by using other means to break the rails is prohibited. 3.Rails should be cut right through hacksaw blades only. On Cess

engineer in-charge : Rail section of 52Kg and above

Description:- Manufacturing and Supply of Alumino thermic welding portions of 52Kg/60 Kg/60EI- R260 as approved by RDSO for welding of rails 52Kg/60Kg/60EI-R260 kg for 25mm gap by the process of AT welding along with complete accessories confirming to the specification laid down in

crucible fitted with Automatic Tapping Thimble, 3 pieces pre fabricated mould (Zircon washed) manually pressed using compressed air petrol/LPG pre heating for execution of welding of rail joint as directed by the engineer in charge at site. Note: 1. The accessories along with welding portion shall be supplied as per Annexure-I of the IRUSSOR - 2021. 2. Rate is inclusive of transportation of above to SSE/P.Way stores. For 52Kg 90 UTS Rails

Description:- 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

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. For 52 Kg - 90/72 UTS Rail

Description:- Fixing all types of free rails / rail panels over pit line for BG track with inserts, elastic

level with above fittings & fastenings in position, duly providing full complements of rail fittings. Required nos. of inserts per bearing shall be fixed at the time of concreting bed block over pit wall to correct spacing, centre to centre, alignment & levels as per IR's approved drawing.

Description:- Anti-corrosive painting of rail outside track on rail bottom, web, foot and fishing plane

reputed make including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM. For 52 Kg Rails

Description:- Quick cutting with abrasive rail cutter of all types of rail sections including wear resistant, head hardened rails up to 110 UTS, with contractors tools & plants, equipment,

will be as per RDSO Specification No. TM/SM/1 (Rev. 01 of 2012) with latest status of RDSO; Rail Cutting Wheel Abrasive Disc will be as per RDSO Specification No.TM/SM/2 (Rev. 01 of 2020) 52 Kg -

Description:- Drilling holes of 16 mm to 32 mm dia. with Rail Drilling machine including chamfering

equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Drilling Machine will be as per RDSO Specification No. TM/SM/3, dated 24.04.1991. Outside Track

9 DYCE-C-RTM-ENGINEERING/WESTERN RLY 9 Description:- Drilling holes of specified size for bond holes with 7.2mm dia drill twist to correct spacing and location on 60kg/52kg rails on cess or under traffic block with contractor's tools and plant, equipment, consumable, labour etc complete as directed by the Engineer in charge at site.

including lead up to 50 metres and lift up to 5 metres. In Wagon where mechanical handling is possible and traffic block is not required or in Truck/trailer.

Description:- Unloading of rails of any section and length up to 13 metre, in neat manner for

including lead up to 50 metre, lift up to 5 metre and stacking in prescribed manner. From Wagon where mechanical handling is possible and traffic block is not required or in Truck / trailer.

Description:- Loading, leading and unloading of all types of P.Way fittings and all other

vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. Lead beyond 100 Km and up to 150 Km

Description:- Loading, leading and unloading of all types of P.Way fittings and all other

vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading. Extra for every Km per MT beyond 150 Km over item no. 172047

Description:- Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road

points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. Lead beyond 100 Km and up to 150 Km

Description:- Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road

points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items. Extra for every Km per MT beyond 150 Km over item no. 172057

stacking with lead up to 250 metre & lift up to 5 metre.

Description:- Hiring of machinery for minor miscellaneous works for short duration including

as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site. JCB Backhoe Loaders 3DX Plus or similar with minimum 1.10 cum bucket capacity

Description:- Hiring of machinery for minor miscellaneous works for short duration including

as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site. Hydra or similar tyre mounted Pick-n-Carry crane of 12T capacity for misc. works of handling of material

Description:- Hiring of machinery for minor miscellaneous works for short duration including

as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site. Tractor with Trolley for local transportation or other misc. works. S.No. Item Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Code Unit Above/ Schedule () D-SCHEDULE 'D' ( NS Items ) 2056400.00 Below/P ar 1NS 25.00 Metre 253.10 6327.50 AT Par 6327.50

and 25mm depth in both horizontal and vertical lines spaced @ 6m C/C and 4m C/C in VD floor. 2NS 2550.00 Sqm 803.95 2050072.50 AT Par 2050072.50 2 DYCE-C-RTM-ENGINEERING/WESTERN RLY 2 Description:- Laying 15 mm thick hardened topping on concrete surface with 1 part metallic floor hardener, 4 parts cement and 9 parts by weight hard stone chips of size 6 mm mixed and laid as per specifications.