Standing contract for repairing of boundary wall between KYN to KSRA section to prevent trespassing under ADEN(NE)KYN.

for prevent trespassing under ADEN(NE)KYN.

PART "A" DSR ITEM - Standing contracts for repairing of boundary wall between KYN to KSRA

section for prevent trespassing under ADEN(NE)KYN.

S No. Item No 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 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.

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

Earth work in excavation by mechanical means

(Hydraulic excavator)/manual means over areas

(exceeding 30 cm in depth, 1.5 m in width as

2.7 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-

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 : 4 graded stone

aggregate 20 mm nominal size derived from

natural sources)

derived from natural sources : 6 graded stone

aggregate 20 mm nominal size derived from

natural sources)

5.0 REINFORCEMENT 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

Centering and shuttering including strutting,

propping etc. and removal of form for

5.9.1 Foundations, footings, bases of columns, etc. for Sqm 1200 392.15 470580

5.9.2 Walls (any thickness) including attached Sqm 3700 842.5 3117250

8 pilasters, buttresses, plinth and string courses

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Sqm 250 961.3 240325

5.12S PRE-CAST RCC

5.12 Providing, hoisting and fixing above plinth level cum 8 10585.9 84687.2

up to floor five level precast reinforced cement

concrete work in string courses, bands, copings,

bed plates, anchor blocks, plain window sills and

the like, including the cost of required centering,

shuttering but , excluding cost of reinforcement

with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-

III) derived from natural sources : 3 graded stone

aggregate 20 mm nominal size derived from

natural sources).

5.22S STEEL REINFORCEMENT

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

Steel reinforcement for R.C.C. work including

straightening, cutting, bending, placing in

position and binding all complete upto plinth

5.22.6 Thermo-Mechanically Treated bars of grade Fe- Kg 9000 107.85 970650

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 25000 107.85 2696250

10.0 STEEL WORK

10.1S General

10.2 Structural steel work riveted, bolted or welded in Kg 3000 133.7 401100

built up sections, trusses and framed work,

13 including cutting, hoisting, fixing in position and

applying a priming coat of approved steel primer

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 :

13.4S CEMENT PLASTER (IN COARSE SAND)

13.6 20 mm cement plaster of mix :

13.44S EXTERIOR FINISHING

Finishing walls with water proofing cement paint

of required shade :

13.109.1 Old work (one or more coats applied @ 2.20 Sqm 6800 112.9 767720

kg/10 sqm) over priming coat of primer applied

@ 0.80 litrs/10 sqm complete including cost of

15.0 DISMANTLING AND DEMOLISHING

15.1S General

Demolishing cement concrete manually/ by

mechanical means including disposal of material

within 50 metres lead as per direction of

Engineer - in - charge.

15.2.1 Nominal concrete 1:3:6 or richer mix (including cum 11 2434.25 26776.75

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-

Dismantling tile work in floors and roofs laid in

15.23 cement mortar including stacking material

within 50 metres lead.

16.0 ROAD WORK

16.49S MISCELLANEOUS

MUMBAI- CST-DIVISION-ENGG/CENTRAL RLY

16.53 Providing and fixing concertina coil fencing with Metre 1200 375.8 450960

punched tape concertina coil 600 mm dia 10

metre openable length ( total length 90 m),

having 50 nos rounds per 6 metre length, upto 3

m height of wall with existing angle iron 'Y'

shaped placed 2.4m or 3.00 m apart and with 9

horizontal R.B.T. reinforced barbed wire, stud

tied with G.I. staples and G.I. clips to retain

horizontal, including necessary bolts or G.I.

barbed wire tied to angle iron, all complete as

per direction of Engineer-in-charge, with

reinforced barbed tape(R.B.T.) / Spring core

(2.5mm thick) wire of high tensile strength of

165 kg/ sq.mm with tape (0.52 mm thick)and

weight 43.478 gm/ metre (cost of M.S. angle,

C.C. blocks shall be paid separately)