1. Standardization of sand hump, dead ends and trolley refuge under the jurisdiction of Sr.DEN/I/Raipur & 2. Provision of Boundary Post along the Railway boundary in BSP-Durg section under the jurisdiction of Sr.DEN/I/R.

II, Vol-I & II.

Item- 01 Execution of all works connected with above work covered under CPWD-DSR-2021 Ver-II, Vol-I & II.

S No. Item 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 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.

2.25 Filling available excavated earth (excluding rock) in cum 150 253.95 38092.5

trenches, plinth, sides of foundations etc. in layers

2 not exceeding 20cm in depth, consolidating each

deposited layer by ramming and watering, lead up

to 50 m and lift upto 1.5 m.

2.27 Supplying and filling in plinth with sand under cum 170 2161.2 367404

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

4.1 specified grade excluding the cost of centering and

shuttering - All work up to plinth level :

4.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived cum 420 7365.15 3093363

4 from natural sources : 4 graded stone aggregate 20

mm nominal size derived from natural sources)

4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived cum 98 6833.4 669673.2

5 from natural sources : 6 graded stone aggregate 20

mm nominal size derived from natural sources)

5.0 REINFORCED 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. for Sqm 40 307.95 12318

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

5.9.2 Walls (any thickness) including attached pilasters, Sqm 200 669.55 133910

butteresses, plinth and string courses etc.

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

5.22 straightening, cutting, bending, placing in position

and binding all complete upto plinth level.

5.22.6 Thermo-Mechanically Treated bars of grade Fe- Kg 10800 89.65 968220

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 sources,

Portland Pozzolana / Ordinary Portland /Portland

S l a g 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 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

5.33.1.1 Concrete of M25 grade with minimum cement cum 20 8683.8 173676

content of 330 kg /cum

5.33.1.2 Concrete of M30 grade with minimum cement cum 75 8825.35 661901.25

content of 350 kg /cum

5.33.2 All works above plinth level upto floor V level

5.33.2.1 Concrete of M25 grade with minimum cement cum 40 10306.2 412248

content of 330 kg /cum

6.0 MASONRY WORK

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 clay flyash F.P.S. (non modular)

6.32 brick of class designation 7.5 in superstructure

above plinth level up to floor five level in :

13.0 FINISHING

13.1S CEMENT PLASTER (IN FINE SAND)

13.1 12 mm cement plaster of mix :

13.44S EXTERIOR FINISHING

Finishing walls with Premium Acrylic Smooth

13.47 exterior paint with Silicone additives of required

13.47.1 New work (Two or more coats applied @ 1.43 ltr/10 Sqm 260 162.35 42211

15 sqm over and including priming coat of exterior

primer applied @ 2.20 kg/10 sqm)

Lettering with black Japan paint of approved brand letter

and manufacture per cm

15.0 DISMANTLING AND DEMOLISHING

RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLY

Demolishing cement concrete manually/ by

mechanical means including disposal of material

within 50 metres lead as per direction of Engineer -

15.2.1 Nominal concrete 1:3:6 or richer mix (i/c equivalent cum 40 2007.1 80284

16.0 ROAD WORK

16.1S ROADS

16.3 Supplying and stacking at site.

23.0 RAIN WATER HARVESTING & TUBEWELLS

Boring/drilling bore well of required dia for casing/

strainer pipe, by suitable method prescribed in IS:

2800 (part I), including collecting samples from

different strata, preparing and submitting strata

23.2 chart/ bore log, including hire & running charges of

all equipments, tools, plants & machineries

required for the job, all complete as per direction of

Engineer -in-charge, beyond 90 metre & upto 150

metre depth below ground level.

23.5 Supplying, filling, spreading & leveling stone cum 240 1302.3 312552

boulders of size range 5 cm to 20 cm, in recharge

pit, in the required thickness, for all leads & lifts, all

complete as per direction of Engineer-in-charge.