Construction of 4 Nos of Limited Height Subways (by cast-insitu) in lieu of Level Crossings i.e., VS-1 at Km 413/5S-6S, VS-8 at Km 418/14S-15S, VS-17 at Km 426/3S-4S & VS-21 at Km 428/12S-13S on Bobbili - Salur Line under Assistant Divisional Engineer/Rayagada of Waltair Division.

A-USSOR-2021 Items (Pertains to LHS Portion) 48257822.29 Below/P

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

E-Supply of Cement of USSOR-2021 Items 16082318.41 Below/P

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) 33498572.80 Below/P

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. Above/

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

H-CPWD-Delhi SOR items (Structural Steel related items) 7869226.30 Below/P

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

All kinds of soils

Hard rock (blasting prohibited ) 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 Abutments, Wing walls and Return walls etc., of new bridges with 110mm dia UPVC pipe Type A ISI marked with all contractor's men, material, transportation, all taxes as per specifications and as directed by Engineer-in- Charge. WALTAIR DIVISION-ENGINEERING/ECOR

P r o v id in 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. Total 49378719.22 Schedule B-CPWD: Delhi SOR-2021 rates (Pertains to Sump, Pump, Roof cover, Standard Height

Guage and other items)

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

Item- 1 of Rates (DSOR) items as shown in the Schedule. (Pertains to Sump, Pump, Roof cover, Standard

Height Guage and other items).

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

2.6 in 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.

WALTAIR DIVISION-ENGINEERING/ECOR

Earth work in excavation by mechanical

means (Hydraulic excavator)/manual means

over areas (exceeding 30 cm in depth, 1.5 m

2.7 in 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),

2.8 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

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,

5.1 excluding the cost of centering, shuttering,

finishing and reinforcement - All work up to

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

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 280 307.95 86226

for mass concrete

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

8 pilasters, butteresses, plinth and string

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

WALTAIR DIVISION-ENGINEERING/ECOR

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 Metre 200 163.65 32730

6 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

12.47 2400 TEX panel rovigs 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 1500 671.55 1007325

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.

12.63 Providing and applying two coats of High Sqm 40 309.55 12382

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

14 as per 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)

WALTAIR DIVISION-ENGINEERING/ECOR

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 800 97.6 78080

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 3200 154.45 494240

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 480 191.4 91872

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 Sqm 1500 79.85 119775

fine aggregate ( passing 2.36 mm and

retained on 180 micron sieve) with bitumen

using 128 kg of 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 80 175.5 14040

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.

16.59 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-

16.59.2 Cautionary /warning sign boards of equilateral Each 40 4209.2 168368

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 36 623.8 22456.8

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 225 2803.65 630821.25

graded stone aggregate (size range 53 mm to

0.075 mm ) to wet mix macadam (WMM)

specification including premixing the material

with water at OMC in for all leads & lifts,

laying in uniform layers with 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-

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

Item- 1 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 160.00 153.77 24603.20

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 160.00 438.94 70230.40

WALTAIR DIVISION-ENGINEERING/ECOR

5 083010 Lifting and packing for regrading the existing TRM 560.00 165.82 92859.20

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 80.00 271.21 21696.80

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 800.00 127.76 102208.00

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 800.00 98.28 78624.00

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

9 136042 One Gang comprising of 20 physically fit Gang 120.00 14299.88 1715985.60

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-

Schedule Schedule D-FR Items

Item- 1 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

1 1 Concrete Canvas on Top & vertical surface Sqm 660.00 4847.59 3199409.40

(Concrete Canvas 8 mm, Batch roll size - 05

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

2 2 Making Suitable pit and arrange pushing of Metre 169.00 7041.38 1189993.22

250mm dia M.S.Casing pipe by mechanical

boring method at the location of LHS across

railway line as per approved drawing.

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 2021 items as shown in the

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 26800 111.95 3000260

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

10.5.1 Using M.S. angels 40x40x6 mm for diagonal Sqm 14 4781.15 66936.1

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.

WALTAIR DIVISION-ENGINEERING/ECOR

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 4000 142.3 569200

brackets, gates and similar works