Construction of Limited Height Subway (LHS) at trespassing location at Km 330/20-22 between Singapuram Road - Therubali on Raipur - Vizianagaram line under the jurisdiction of Assistant Divisional Engineer/Rayagada of Waltair Division.

A-USSOR-2021 Items (Pertains to LHS Portion)

B-CPWD: Delhi SOR-2021 rates (Pertains to Pump,Sump, Roof cover Above/

C-USSOR-2021(P-Way items)

E-Supply of Cement of USSOR-2021 Items

Supply and using Cement at Worksite Ordinary Portland Cement 53 grade of approved brands/makes Above/

F-Supply of Steel of USSOR-2021 Items (Pertains to LHS Portion)

Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Thermo-Mechanically Treated bars of grade Fe-500D or more of approved brands/makes.

G-Supply of Steel of Delhi SOR-2021 Items (Pertains to Pump, Above/

H-CPWD-Delhi SOR items (Structural Steel related items)

Item Breakup - A-USSOR-2021 Items (Pertains to LHS Portion)

All kinds of soils

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

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

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

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

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

Providing and fixing Weep Holes in Abutments, Metre Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in-Charge.

P r o v i d i n g and casting machine batched, cum machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. N o t e : 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item. Centering and shuttering including strutting, propping etc. and removal of form for :

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

Supplying, spreading and filling coarse sand cum (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 of natural or accumulated water HP from any location. Payment to be done for Hour Horse power of pump multiplied by pumping hours. WALTAIR DIVISION-ENGINEERING/ECOR Total 12168687.74 Schedule B-CPWD: Delhi SOR-2021 rates (Pertains to Pump,Sump, Roof cover and Standard Height

Execution of all items of works covered by Central Public Works department(CPWD) Delhi Schedule

Item- 2 of Rates (DSOR) items as shown in the Schedule. (Pertains to Pump, Sump, Roof Cover and

Standard Height Guage

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 over

areas (exceeding 30 cm in depth, 1.5 m in

2.6 width as well as 10 sqm on plan) including

getting out and disposal of excavated earth

lead upto 50 m and lift upto 1.5 m, as directed

by Engineer-in-charge.

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over

areas (exceeding 30 cm in depth, 1.5 m in

2.7 width as well as 10 sqm on plan) including

getting out and disposal of excavated earth

lead upto 50 m and lift upto 1.5 m, as directed

by Engineer-in-charge.

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 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 excluding the cost

of centering and shuttering - All work up to

derived from natural sources: 6 graded stone

aggregate 40 mm nominal size derived from

natural sources)

5.0 REINFORCED CEMENT CONCRETE

5.1S CAST IN SITU

Providing and laying in position specified grade

of reinforced cement concrete, excluding the

cost of centering, shuttering, finishing and

reinforcement - All work up to plinth level :

derived from natural sources: 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

Reinforced cement concrete work in walls (any

thickness), including attached pilasters,

buttresses, plinth and string courses, fillets,

5.2 columns, pillars, piers, abutments, posts and

struts etc. above plinth level up to floor five

level, excluding cost of centering, shuttering,

finishing and reinforcement :

derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.9S FORM WORK

WALTAIR DIVISION-ENGINEERING/ECOR

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 150 307.95 46192.5

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 284 669.55 190152.2

8 pilasters, butteresses, plinth and string courses

5.9.3 Suspended floors, roofs, landings, balconies Sqm 26 766.55 19930.3

and access platform

6.0 MASONRY WORK

6.26S EXPOSED BRICK WALL

Brick work with non modular fly ash bricks

conforming to IS:12894, class designation 10

6.34 average compressive strength in super

structure above plinth level up to floor V level

12.0 ROOFING

12.1S SHEET ROOFING

12.11 Extra for providing and fixing wind ties of 40x 6 Metre 100 163.65 16365

mm flat iron section.

Providing and fixing on wall face unplasticised -

PVC moulded fittings/ accessories for

unplasticised Rigid PVC rain water pipes

conforming to IS : 13592 Type A, including

jointing with seal ring conforming to IS : 5382,

leaving 10 mm gap for thermal expansion.

Providing & fixing UV stabilised fiberglass

reinforced plastic sheet roofing up to any pitch,

including fixing with polymer coated 'J' or 'L'

hooks, bolts & nuts 8mm dia. G.I plain/bitumen

washers complete but excluding the cost of

purlins, rafters, trusses etc. The sheets shall be

manufactured out of 2400 TEX panel rovigs

12.47 incorporating minimum 0.3% ultra-violet

stabiliser in resin system under approximately

2400 psi and hot cured. They shall be of

uniform pigmentation and thickness without air

pockets and shall conform to IS 10192 and IS

12866.The sheets shall be opaque or

translucent, clear or pigmented, textured or

smooth as specified.

12.50 Providing and fixing precoated galvanised iron Sqm 750 671.55 503662.5

profile sheets (size, shape and pitch of

corrugation as approved by Engineer-in-

charge) 0.50 mm (+ 0.05 %) total coated

thickness with zinc coating 120 grams per sqm

as per IS: 277, in 240 mpa steel grade, 5-7

microns epoxy primer on both side of the sheet

and polyester top coat 15-18 microns. Sheet

should have protective guard film of 25

13 microns minimum to avoid scratches during

transportation and should be supplied in single

length upto 12 metre or as desired by

Engineer-in-charge. The sheet shall be fixed

using self drilling /self tapping screws of size

(5.5x 55 mm) with EPDM seal, complete upto

any pitch in horizontal/ vertical or curved

surfaces, excluding the cost of purlins, rafters

and trusses and including cutting to size and

shape wherever required.

WALTAIR DIVISION-ENGINEERING/ECOR

12.63 Providing and applying two coats of High Sqm 20 309.55 6191

Albedo paint having minimum Solar Reflective

Index (SRI) 108 (with solar reflectance &

thermal emittance tested as per ASTM) C 1549

and ASTM C 1371 respectively), VOC less than

10 cc/gm. The coating thickness and the

methodology of application shall strictly as per

14 manufacturer's specifications and as approved

by Engineer-in-Charge. Surface preparation

includes cleaning with metal wire brush to

remove all dust, fungus etc., washing with

water all complete. The contractor shall give

guarantee for the perfomance of SRI and also

the durabitity of coating, all complete as per

direction of Engineer-in-Charge

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

15 mm cement plaster on the rough side of

single or half brick wall of mix :

13.44S EXTERIOR FINISHING

Finishing walls with water proofing cement

paint of required shade :

13.44.1 New work (Two or more coats applied @ 3.84 Sqm 400 97.6 39040

Finishing walls with 100% Premium acrylic

emulsion paint having VOC less than 50

gm/litre and UV resistance as per IS

15489:2004, Alkali & fungal resistance, dirt

resistance exterior paint of required shade

(Company Depot Tinted) with silicon additives.

13.48A.1 New work (Two or more coats applied @ 1.43 Sqm 1600 154.45 247120

17 litre/ 10 sqm. Over and including priming coat

of exterior primer applied @ 0.90 litre/10 sqm.

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

Painting with synthetic enamel paint of

13.62 approved brand and manufacture of required

colour to give an even shade :

13.62.1 Two or more coats on new work over an under Sqm 240 191.4 45936

19 coat of suitable shade with ordinary paint of

approved brand and manufacture

16.0 ROAD WORK

16.30S PREMIX CARPET

Providing and applying tack coat using hot

straight run bitumen of grade VG - 10,

including heating the bitumen, spraying the

16.30 bitumen with mechanically operated spray unit

fitted on bitumen boiler, cleaning and

preparing the existing road surface as per

specifications :

16.40S SEAL COAT

16.40 Providing and laying seal coat of premixed fine Sqm 750 79.85 59887.5

aggregate ( passing 2.36 mm and retained on

180 micron sieve) with bitumen using 128 kg of

21 bitumen of grade VG - 10 bitumen per cum of

fine aggregate and 0.60 cum of fine aggregate

per 100 sqm of road surface, including rolling

and finishing with road roller all complete.

16.49S MISCELLANEOUS

WALTAIR DIVISION-ENGINEERING/ECOR

16.50 Providing and fixing Glow studs of size 100x20 Each 40 175.5 7020

mm made of heavy duty body shall be moulded

ASA (Acrylic styrene Acryloretrite ) or HIP (High

impact polystyrene) or ABS having

electronically welded micro- prismatic lens with

abrasion resistant coating as approved by

Engineer in charge. The glow stud shall support

a load of 13635 kg tested in accordance with

ASTM D4280. The slope of retro- reflective

surface shall be 35 (+/-5) degress to base .The

reflective panels on both sides with at least 12

cm of reflective area up each side. The

luminance intensity should be as per the

specification and shall be tested as described

in ASTM I: 809 as recommended in BS: 873 part

4 : 1973. The studs shall be fixed to the Road

surface using the adhesive conforming to IS, as

per procedure recommended by the

manufacturer complete and as per direction of

Engineer-in-charge.

Manufacturing, supplying and fixing retro

reflective sign boards made up of 2 mm thick

aluminium sheet, face to be fully covered with

high intensity encapsulated type heat activated

retro reflective sheeting conforming to type - IV

of ASTM-D 4956-01 in blue and silver white or

other colour combination including subject

matter, message (bi-lingual), symbols and

borders etc. as per IRC ; 67:2001, pasted on

substrate by an adhesive backing which shall

be activated by applying heat and pressure

conforming to class -2 of ASTM-D-4956-01 and

fixing the same with suitable sized aluminium

alloy rivets @ 20 cm c/c to back support frame

of M.S. angle iron of size 25x25x3 mm along

with theft resistant measures, mounted and

fixed with 2 Nos. M.S. angles of size 35x35x5

mm to a vertical post made up to M.S. Tee

section ISMT 50x50x6 mm welded with base

plate of size 100x100x5 mm at the bottom end

and including making holes in pipes, angles

flats, providing & fixing M.S. message plate of

required size, steel work to be painted with two

or more coats of synthetic enamel paint of

required shade and of approved brand &

manufacture over priming coat of zinc

chromate yellow primer (vertical MS-Tee

support to be painted in black and white

colours).Backside of aluminium sheet to be

painted with two or more coats of epoxy paint

over and including appropriate priming coat

including all leads and lifts etc. complete as

per drawing , specification and direction of

Engineer-in-charge.

16.59.2 Cautionary /warning sign boards of equilateral Each 20 4209.2 84184

23 triangular shape having each side of 900 mm

with support length of 3650 mm

16.62 Providing and applying 2.5 mm thick road Sqm 18 623.8 11228.4

marking strips (retro- reflective) of specified

shade/ colour using hot thermoplastic material

by fully/ semi automatic thermoplastic paint

applicator machine fitted with profile shoe,

glass beads dispenser, propane tank heater

24 and profile shoe heater, driven by experienced

operator on road surface including cost of

material, labour, T&P, cleaning the road surface

of all dirt, seals, oil, grease and foreign

material etc. complete as per direction of

Engineer-in-charge and accordance with

applicable specifications.

WALTAIR DIVISION-ENGINEERING/ECOR

16.79 Providing, laying, spreading and compacting cum 112.5 2803.65 315410.63

graded stone aggregate (size range 53 mm to

0.075 mm ) to wet mix macadam (WMM)

specification including premixing the material

with water at OMC in for all leads & lifts, laying

25 in uniform layers with mechanical paverfinisher

in sub- base / base course on well prepared

surface and compacting with vibratory roller of

8 to 10 tonne capacity to achievethe desired

density, complete as per specifications and

directions of Engineer-in-Charge.

Schedule Schedule C-USSOR-2021(P-Way items)

Item- 3 Execution of all items of works covered by USSOR-2021(P-Way items) as shown in the schedule.

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

Dismantling and removing rail of all section &

length from track, laid on any type & density of

sleeper by removing fish plates, fastenings &

fish bolts and other materials including

stacking all released materials within an

average distance of 500 metres as directed by

Engineer in-charge. Note: 1.Cutting of rails

shall be paid separately. 2.Work to be done

under traffic block.

Insertion of rails of all types & length in track,

laid on any type & density of sleeper to the

specified gauge under traffic block. Rates

include fastening of rail with sleepers with

standard set of fastenings and fixing of fish

plates and bolts or, if required, providing gap

for welding and stacking of released material

without infringement within 250m as directed

by Engineer-in-Charge. Note: Rail drilling and

cutting to be paid separately.

Re-spacing of existing PSC sleepers for

Increasing Sleeper Density (ISD) work in track

after marking of sleeper spacing as per

required sleeper density, including fixing all

fastenings and initial packing and all

associated work required to complete the work,

as directed. Note: Insertion of new sleeper will

be paid extra under relevant item.

3 062021 For location of work not involving deep TRM 40.00 153.77 6150.80

Replacement of any type of sleepers in track

with PSC sleepers lying on cess or at Bridge

Approaches for casual renewal at isolated

locations with all fittings complete to specified

gauge & cross level with contractor's tools

including packing and dressing of ballast, as

directed by Engineer in-charge. Released

materials shall be neatly stacked and handed

over at specified location within an average

lead of 250 m or near either side of Bridge

approaches as directed.

4 062031 Locations other than Ballasted Deck Bridge Each 40.00 438.94 17557.60

WALTAIR DIVISION-ENGINEERING/ECOR

5 083010 Lifting and packing for regrading the existing TRM 140.00 165.82 23214.80

PSC sleeper track to required height / level in

stages not exceeding 75mm or part thereof at

a time, providing permissible ramp for the

track, insertion of moorum / sand / stone

ballast uniformly under the existing track and

placing the same to safe approved gradient,

gauge, cushion including levelling and one

round of through packing to allow train

movement at restricted speed of 30 kmph for a

specified length with all leads & lifts and fixing,

marking, painting rail level pegs at every 30m

interval. Note: Lifting of track shall be done in

stages as per procedure prescribed in latest

edition of IRPWM to get the proposed final level

as per approved working profile, as directed by

Engineer in-charge.

Linking of BG track (except at LC, Bridges and

SEJs) with any type of rail section and sleeper

of specified density, on ballast bed spread and

compacted with suitable roller, over prepared

formation including leading free rails/welded

panels available along the alignment on to

formation, leading and spreading all fittings

and fastenings, spreading of sleepers at

specified spacing, squaring, placing of rails

over sleepers and fixing rails to sleepers with

all types of fittings and fastenings to correct

gauge & alignment, lubrication of fittings and

fastenings with contractor's grease as per

IRPWM standards with contractors labour, tools,

consumables, with all lead, lifts etc. complete

and raising, levelling and initial packing of track

to make it fit for 30 kmph and meet other

prerequisites prescribed in Indian Railway

Track Machine Manual for deployment of

Tamping Machine. Note: 1.Rail cutting and Hole

drilling shall be paid separately. 2.Spreading of

ballast and compaction shall be paid separately

under relevant item.

6 123041 For sleeper density of 1660 sleepers per km TRM 20.00 271.21 5424.20

First or Second Through Packing of track of all

sleeper density including giving a general lift,

as desired to eliminate sag after Deep

Screening work, lifting of track, lowering of

track and major realignment of curves and

formation rehabilitation as per procedure

prescribed in latest edition of IRPWM. Note:

General lift is normally 25 mm and isolated lift

may be up to 50 mm.

7 131032 For PSC Sleeper Track with Sleeper Density of TRM 200.00 127.76 25552.00

Third or subsequent Through Packing of track

for all sleeper density including picking of

slacks, as required after second through

packing, subsequent to Deep Screening work as

per procedure prescribed in latest edition of

IRPWM. This item can also be used after

lifting/regrading/realignment works also. Note:

General lift is normally 25 mm and isolated lift

may be up to 50 mm.

8 131042 For PSC Sleeper Track with Sleeper Density of TRM 200.00 98.28 19656.00

WALTAIR DIVISION-ENGINEERING/ECOR

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.

9 136042 One Gang comprising of 20 physically fit Gang 30.00 14299.88 428996.40

labours plus 1 Mate. Note: In case, contractor Day

provides less no. of Labour/Mate, payment will

be deducted for each such labour @ 10% of the

accepted item rate.

Cutting of rails with Rail Cutting Machine (Saw

type) in all types of rail sections with

contractor's tools & plants, equipment,

consumable with all lead & lift etc. complete,

as directed by Engineer in-charge. Rail Cutting

Machine (Saw type) will be as per RDSO

Specification No. TM/SM/4, dated 24.04.1991.

Note: This item shall only be used in specific

circumstances on specific order of Engineer-in-

Schedule Schedule D-FR Items

Item- 4 Execution of all items of works covered by FR items as shown in the schedule.

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

WALTAIR DIVISION-ENGINEERING/ECOR

segments such as RCC Boxes / RCC Wing walls

/ RCC section of any shape with contractor's

own arrangement during traffic block with

heavy duty road crane of minimum 300 M/Ton

capacity or above with all lead, lift tools and

plant, labour, taxes, ascent, descent etc.,

complete or as per directions of Engineer-in-

charge of the work at site. Note: (1) The rate

includes transportation of cranes/excavators

etc., to site of work including making service,

road upto site of work and making platform for

working of cranes. (2) The rate includes

removing track for launching of LHS segments.

(3) The rate also includes cutting

formation/earth upto required depth of any

strata in desired profile, re-filling of earth on

top of the box upto the required formation level

including sides of boxes, compaction,

spreading the ballast to sufficient cushion and

linking the track with PSC sleepers duly

maintaining the alignment, gauge and level

e t c . 4). The equipment/ machinery/

cranes/excavators considering stand by

arrangements shall be deployed by contractor

in sufficient number and capacity as per

directions of Engineer-in-charge to complete

the launching as per the block granted by

Railway. 5) Sufficient nos of sand bags/Earthen

bags should be kept ready prior to block for

launching LHS. 6) For any reason or the other,

the block is not granted on the said date, no

extra payment will be made for idling the

machinery and the labour. 7)The decision of

Engineer-in-charge for deployment of number

and capacity of machinery/ excavators/cranes

etc., for launching of precast segment of LHS

during the Block shall be final and binding on

the contractor. The quoted rate shall be all

inclusive rate and no extra payment shall be

made on this account.

2 2 Concrete Canvas on Top & vertical surface Sqm 180.00 4812.90 866322.00

(Concrete Canvas 8 mm, Batch roll size - 05

sqm, Bulkrool size-125 sqm. Roll width- 1.1

3 3 Making Suitable pit and arrange pushing of Metre 105.00 6993.98 734367.90

250mm dia M.S.Casing pipe by mechanical

boring method at the location of LHS across

railway line as per approved drawing.

Schedule G-Supply of Steel of Delhi SOR-2021 Items (Pertains to Pump, Sump, Roof cover and

Standard Height Guage)

Execution of items of works for supply of steel covered by Chapter 5 of Central Public Works

Item- 7 department(CPWD) Delhi Schedule of Rates (DSOR) items as shown in the Schedule. (Pertains to

Pump, Sump, Roof Cover and Standard Height Guage

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

5.0 REINFORCED CEMENT CONCRETE

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

Schedule Schedule H-CPWD-Delhi SOR items (Structural Steel related items)

Execution of all items of works covered by Chapter No.10 of CPWD DSR 2021items as shown in the

WALTAIR DIVISION-ENGINEERING/ECOR

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

10.0 STEEL WORK

10.2 Structural steel work riveted, bolted or welded Kg 13400 111.95 1500130

in built up sections, trusses and framed work,

1 including cutting, hoisting, fixing in position

and applying a priming coat of approved steel

primer all complete.

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

with frame of 40x40x6 mm angle iron and 3

mm M.S. gusset plates at the junctions and

corners, all necessary fittings complete,

including applying a priming coat of approved

Steel work in built up tubular (round, square or

rectangular hollow tubes etc.) trusses etc.,

including cutting, hoisting, fixing in position

and applying a priming coat of approved steel

primer, including welding and bolted with

special shaped washers etc. complete.

Steel work welded in built up sections/ framed

work, including cutting, hoisting, fixing in

10.25 position and applying a priming coat of

approved steel primer using structural steel

etc. as required.

10.25.2 In gratings, frames, guard bar, ladder, railings, Kg 2000 142.3 284600

brackets, gates and similar works