Construction of Limited Height Subway (LHS) in lieu of manned level crossings (1)LC No. JB-14 at 439/23-25 between GHNH and NQR stations, (2)LC No. JB-15 at 439/29A-31 between NQR-BRAG stations and (3)LC No. JB-11 at 436/27-29 between Ghantikhal Nidhipur-Naraj Marthapur stations on BRAG-RJGR line of Khurda Road Division.(By Air pushing Method)

and VOL-2 of CPWD DSR-2023.

Item- 1 Please see ITEM BREAKUP for details.

S No. Item Description of Item Unit Qty Rate Amount

2.0 EARTH WORK

2.1S General

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 for all lift, as directed by

Engineer-in-charge.

KHURDA ROAD DIVISION-ENGINEERING/ECOR

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.

2.27 Supplying and filling in plinth with sand under cum 335 2123.75 711456.25

3 floors, including watering, ramming,

consolidating and dressing complete.

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

III) derived from natural sources : 3 graded

stone aggregate 20 mm nominal size derived

from natural sources)

derived from natural sources : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

derived from natural sources : 6 graded stone

aggregate 40 mm nominal size derived from

natural sources)

4.14S MISCELLANEOUS

Providing and laying in position ready mixed or

site batched design mix cement concrete for

plain cement concrete work; using coarse

aggregate and fine aggregate derived from

natural sources, Portland Pozzolana/Ordinary

Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to

4.20 accelerate / retard setting of concrete, to

i m p r o v e 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 and finishing as per direction of the

engineer-in-charge; for the following grades of

4.20.2 All works above plinth and upto floor V level

4.20.2.4 Concrete of M25 grade with minimum cement cum 300 9794.7 2938410

content of 300 kg /cum

5.0 REINFORCEMENT CEMENT CONCRETE

5.9S FORM WORK

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. Sqm 600 392.15 235290

for mass concrete

5.9.2 Walls (any thickness) including attached Sqm 8320 842.5 7009600

9 pilasters, buttresses, plinth and string courses

5.9.16 Edges of slabs and breaks in floors and walls

5.33S DESIGN MIX CONCRETE

KHURDA ROAD DIVISION-ENGINEERING/ECOR

Providing and laying in position ready mixed or

site batched design mix cement concrete for

reinforced cement concrete work; using coarse

aggregate and fine aggregate derived from

natural sources, Portland Pozzolana / Ordinary

Portland /Portland Slag cement, admixtures in

recommended proportions as per IS: 9103 to

5.33 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.:

5.33.1 All works upto plinth level

5.33.1.1 Concrete of M25 grade with minimum cement cum 500 9504.75 4752375

content of 330 kg /cum

5.33.1.2 Concrete of M30 grade with minimum cement cum 2085 9655.7 20132134.5

content of 350 kg /cum

5.33.2 All works above plinth level upto floor V level

5.33.2.2 Concrete of M30 grade with minimum cement cum 680 10011.35 6807718

content of 350 kg /cum

6.0 MASONRY WORK

6.1S General

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

6.1 modular) bricks of class designation 7.5 in

foundation and plinth in:

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

10.0 STEEL WORK

10.1S General

10.2 Structural steel work riveted, bolted or welded Kg 92000 133.7 12300400

in built up sections, trusses and framed work,

16 including cutting, hoisting, fixing in position

and applying a priming coat of approved steel

primer all complete.

10.19 Providing and fixing mild steel round holding Kg 2000 97.2 194400

17 down bolts with nuts and washer plates

10.20 Providing and fixing bolts including nuts and Kg 430 159.35 68520.5

washers 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 4000 172.6 690400

brackets, gates and similar works

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

Painting with synthetic enamel paint of

13.61 approved brand and manufacture to give an

KHURDA ROAD DIVISION-ENGINEERING/ECOR

16.0 ROAD WORK

16.1 Preparation and consolidation of sub grade Sqm 5150 218.9 1127335

with power road roller of 8 to 12 tonne capacity

after excavating earth to an average of 22.5

cm depth, dressing to camber and

consolidating with road roller including making

good the undulations etc. and re-rolling the sub

grade and disposal of surplus earth with lead

upto 50 metres.

16.3 Supplying and stacking at site.

16.49S MISCELLANEOUS

16.79 Providing, laying, spreading and compacting cum 1030 2914.3 3001729

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 paver

finisher in sub- base / base course on well

prepared surface and compacting with

vibratory roller of 8 to 10 tonne capacity to

achieve the desired density, complete as per

specifications and directions of Engineer-in-

26.0 NEW TECHNOLOGIES AND MATERIALS

26.41S NEW TECHNOLOGY ITEMS

26.65 Providing and fixing roofing consist of 0.8 mm Sqm 60 1525.6 91536

thick galvanized steel deck sheet confirming to

IS 277:1992 used as permanent shuttering

over which MS wire mesh 3mm laid at 100x100

mm grid including edge trim covered with

concrete. This metal deck will be supported on

structural steel beam with shear studs.

(Structural steel like Beam, column, joists etc.

& concrete of different grade as per design will

be paid separately).

Schedule Schedule J-Execution of P-way works in connection with construction of LHS.

Item- 1 Please see ITEM BREAKUP for details.

S No. Item Description of Item Unit Qty Rate Amount

1 083010 Lifting and packing for regrading the existing TRM 1200.00 165.82 198984.00

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.

Through packing of track, as per procedure

prescribed in latest edition of Indian Railways

Permanent Way Manual

2 131011 For PSC sleeper Track with Sleeper Density of TRM 5200.00 96.79 503308.00

1540 Sleepers/Km or more

KHURDA ROAD DIVISION-ENGINEERING/ECOR