Part(A)- Provision of 5.4 km RCC boundary wall at PIC and CGN Stn. yard to prevent encroachment in JHS-PRN section under ADEN/HQ-I/ JHS. Part(B)- Provision of 3.0 km RCC boundary wall at MOTH Stn. yard to prevent encroachment in JHS- PRN section under ADEN/HQ-I/JHS.

1- Part(A)- Provision of 5.4 km RCC boundary wall at PIC and CGN Stn. Above/

2-Part(A)- Provision of 5.4 km RCC boundary wall at PIC and CGN Stn.

3- Part(B)- Provision of 3.0 km RCC boundary wall at MOTH Stn. yard to Above/

4-Part(B)- Provision of 3.0 km RCC boundary wall at MOTH Stn. yard to

encrochment in JHS-PRN section under ADEN/HQ-I/ JHS. (All items of CPWD DSR-2021)

Part(A)- Provision of 5.4 km RCC boundary wall at PIC and CGN Stn. yard to prevent encrochment in

JHS-PRN section under ADEN/HQ-I/ JHS. (All items of CPWD DSR-2021)

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 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.

Excavation work by mechanical means

(Hydraulic excavator)/ manual means in

foundation trenches or drains (not exceeding

1.5m 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 soils as

directed, within a lead of 50 m.

2.31 Clearing jungle including uprooting of rank Sqm 5870 14.5 85115

vegetation, grass, brush wood, trees and

saplings of girth up to 30 cm measured at a

height of 1 m above ground level and removal of

rubbish up to a distance of 50 m outside the

periphery of the area cleared.

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 plinth

derived from natural sources: 6 graded stone

aggregate 40 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 5815 307.95 1790729.25

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Fe- Kg 174800 89.65 15670820

5.33S DESIGN MIX CONCRETE

JHANSI DIVISION-ENGG/NORTH CENTRAL RLY

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

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 1160 8683.8 10073208

content of 330 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 33 10306.2 340104.6

content of 330 kg /cum

5.35 Add for using extra cement in the items of Quintal 1580 688.45 1087751

9 design mix over and above the specified cement

content therein.

13.0 FINISHING

13.44S EXTERIOR FINISHING

Finishing walls with water proofing cement paint

of required shade :

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 470 191.4 89958

11 coat of suitable shade with ordinary paint of

approved brand and manufacture

15.0 DISMANTLING AND DEMOLISHING

Demolishing cement concrete manually/ by

mechanical means including disposal of material

within 50 metres lead as per direction of

Engineer - in - charge.

equivalent design mix)

Demolishing brick work manually/ by mechanical

means including stacking of serviceable material

15.7 and disposal of unserviceable material within 50

metres lead as per direction of Engineer-in-

Schedule 2-Part(A)- Provision of 5.4 km RCC boundary wall at PIC and CGN Stn. yard to prevent

encrochment in JHS-PRN section under ADEN/HQ-I/ JHS. (NS items)

Part(A)- Provision of 5.4 km RCC boundary wall at PIC and CGN Stn. yard to prevent encrochment in

JHS-PRN section under ADEN/HQ-I/ JHS. (NS items)

S No. Item Description of Item Unit Qty Rate Amount

JHANSI DIVISION-ENGG/NORTH CENTRAL RLY

Schedule 3- Part(B)- Provision of 3.0 km RCC boundary wall at MOTH Stn. yard to prevent

encrochment in JHS-PRN section under ADEN/HQ-I/JHS (All items of CPWD DSR-2021)

Part(B)- Provision of 3.0 km RCC boundary wall at MOTH Stn. yard to prevent encrochment in JHS-

PRN section under ADEN/HQ-I/JHS (All items of CPWD DSR-2021)

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 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.

Excavation work by mechanical means

(Hydraulic excavator)/ manual means in

foundation trenches or drains (not exceeding

1.5m 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 soils as

directed, within a lead of 50 m.

2.31 Clearing jungle including uprooting of rank Sqm 3180 14.5 46110

vegetation, grass, brush wood, trees and

saplings of girth up to 30 cm measured at a

height of 1 m above ground level and removal of

rubbish up to a distance of 50 m outside the

periphery of the area cleared.

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 plinth

derived from natural sources: 6 graded stone

aggregate 40 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 2915 307.95 897674.25

5.22S STEEL REINFORCEMENT

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete above plinth

5.22A.6 Thermo-Mechanically Treated bars of grade Fe- Kg 130910 89.65 11736081.5

5.33S DESIGN MIX CONCRETE

JHANSI DIVISION-ENGG/NORTH CENTRAL RLY

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

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 565 8683.8 4906347

content of 330 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 16 10306.2 164899.2

content of 330 kg /cum

5.35 Add for using extra cement in the items of Quintal 645 688.45 444050.25

9 design mix over and above the specified cement

content therein.

13.0 FINISHING

13.44S EXTERIOR FINISHING

Finishing walls with water proofing cement paint

of required shade :

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 200 191.4 38280

11 coat of suitable shade with ordinary paint of

approved brand and manufacture

15.0 DISMANTLING AND DEMOLISHING

Demolishing cement concrete manually/ by

mechanical means including disposal of material

within 50 metres lead as per direction of

Engineer - in - charge.

equivalent design mix)

Demolishing brick work manually/ by mechanical

means including stacking of serviceable material

15.7 and disposal of unserviceable material within 50

metres lead as per direction of Engineer-in-

Schedule 4-Part(B)- Provision of 3.0 km RCC boundary wall at MOTH Stn. yard to prevent

encrochment in JHS-PRN section under ADEN/HQ-I/JHS (NS items)

Part(B)- Provision of 3.0 km RCC boundary wall at MOTH Stn. yard to prevent encrochment in JHS-

PRN section under ADEN/HQ-I/JHS (NS items)

S No. Item Description of Item Unit Qty Rate Amount

JHANSI DIVISION-ENGG/NORTH CENTRAL RLY

1 NS-1 Providing & laying in position machine batched cum 520.00 3824.68 1988833.60

and machine mixed design mix M-30 grade

cement concrete for precast reinforced cement

concrete work, using cement content as per

approved design mix in columns, panels, beams,

slabs, coping, etc. including setting in cement

mortar 1:3 (1 cement : 3 coarse sand), cost of

required centering and shuttering but excluding

the cost of reinforcement as per direction of

Engineer-In-Charge. (Note:- Cement content

considered in this item is @ 350kg/cum. Excess

/less cement used as per design mix is

payable/recoverable separately).

2 NS-2 Site survey for construction of, boundary wall Each 3.00 5483.04 16449.12

along the complete Railway track by taking

levels at every 10 meter or shorter (if required),

showing all important features such as existing

Railway track, existing structures in the vicinity

and preparation of GAD for boundary wall for

each track Km based on issued RDSO drawings

and as directed by Engineer - in- charge along

with submission of colored print on paper with

final colored print on good quality tracing paper

and soft copy of GAD. The rate includes all

expenses of man and materials including toll tax

& Govt. taxes as applicable and nothing extra

shall be paid. (If the work has to be done on one

side of track, the payment will be made 60% of