Construction of capacitor bank foundation, Demolition of old quarter and old capacitor bank and Misc. civil work at 66KV KALAWAD A S/S under Tr Division Jamnagar under Tr Circle Jamnagar

TENDER NO.: TCJ/26-27/65

Name of work :- “Construction of capacitor bank foundation,Demolition of old quarter & old

capacitor bank and Misc. civil work at 66KV KALAWAD A S/S under Tr Division Jamnagar

under Tr Circle Jamnagar.”

SN Description Unit Rate Amount

Removing & Scraping of old deteriorated plaster of any

thickness from wall / R.C.C. member including

stacking of serviceable material and disposal of

unserviceable from site of work with all lead and lift.

Demolition of brick work and stone masonry including

2 stacking of serviceable materials and disposal of CMT 440.00 570.59

unserviceable materials with all lead and lift.

Demolition of Unreinforced cement concrete including

3 stacking of serviceable materials and disposal of

unserviceable materials with all lead and lift

Demolition of R.C.C. work including stacking of

4 serviceable materials and disposal of unserviceable CMT 75.00 1097.15

materials with all lead and lift.

Dismentalling tiles or stone floors laid in mortar

including stacking of serviceable materials and

5 disposal of underserviceable materials with all lead

and lift.[RB/218/Ch 20/IN 20005/20.23]

Dismentalling doors, windows, ventilators, etc. (Wood

or steel shutters including chowkhars, Architraves,

6 Holdfasts and other attachment etc. complete and NO 222.00 194.71

stacking them within all lead and lift. Not exceeding

Dismentling CI pipes GSW pipes abd AC rain water

7 pipes with fittings and clamps including stacking the RMT 470.00 77.72

materials with all lead and lift ( for any dia, of pipe)

Dismantling sanitary fittings like wash basin . WC pan

8 Indian and European type, flushing tank etc. including NO 20.00 419.90

stacking the materials with all lead and lift

Eartwork in cuting in all sorts of soil including

conveying and spreading the stuff, embankment as

and where directed and disposing off unwanted stuff

with all lead and lift.

Excavation for foundation up to 1.5 Depth including

sorting out and stacking of useful materials & Refilling

the sides of the trenches and disposing of the

excavated stuff up to any lead - Any type of soil/Soft

rock/hard rock.

Backfilling Consolidation shall be done by spring

vibratory earth compaction machine of 5 ton

Excavation for foundation above 1.5m Depth

including sorting out and stacking of useful materials

& Refilling the sides of the trenches and disposing of

11 the excavated stuff up to any lead -Any type of CMT. 2.00 306.00

soil/Soft rock/hard rock.Backfilling Consolidation

shall be done by spring vibratory earth

compaction machine of 5 ton capacity.

Providing White stone Bella masonry (incl.quion

blocks, jamb blocks, closer etc;) approved size in

foundation and up to plinth in C.M. (1:6) including

racking out joints up to 12mm depth, scaffolding,

curing, filling up the gaps between the joints complete

as directed by E.G.. Up to PLINTH.

1. Compressive strength should not less than 7N/mm2

2. Water absorption should not exceed 5%

3. Stone bella filled with soil requires to be cleaned as

first dry clean then pressure washing and scrubbing

so that no soil particle remains present.

4. Wetting of stone bella requires for 03 to 24 hours

5. Curing of mortar joints shall commennced from

hours of laying and shall be done till 7 days.

Providing and laying cement concrete 1:4:8 (1

Cement : 4 Course sand : 8 black crushed stone

aggregate 40mm nominal size ) and curing complete

including cost of form work in Foundation and plinth.

Providing & laying control cement concrete M-15 as

per mix design exposed work with curing etc.

complete excluding the cost of ply wood form

work & adjustable tubular steel supports / Props.&

excluding the cost of reinforcement.G.F+FF &

Staircasse -For Columns

Providing & laying control cement concrete M-20 as

per mix design exposed work with curing etc.

complete excluding the cost of ply wood form work & CMT. 20.00 4068.20

adjustable tubular steel supports / Props. but

excluding the cost of reinforcement.G.F+FF &

Staircasse - For Footing.

1. Date of casting shall be mentioned and curing with

Jute bag shall be done for 10 days.

2. The plywood is so fixed on to the timber or steel

framework that it gives a flush surface on the inside.

3. Ensure all joints are sealed tight with tap or PU

4. Ensure concrete or PVC cover blocks are placed on

all sides and bottom.

Providing & laying control cement concrete M-20 as per

mix design exposed work with curing etc. complete

including the cost of ply wood form work & adjustable

tubular steel supports / Props. but excluding the cost of

reinforcement.G.F+FF & Staircasse - For Column

Note: 1. Date of casting shall be mentioned and curing

with Jute bag shall be done for 10 days.

2. The plywood is to be fixed on to the timber or steel

framework that it gives a flush surface on the inside.

3. The four-side frames are assembled into box form by

use of nuts and bolts at appropriate distances, where

holes have been drilled earlier. or Sikanja fixing on

wooden patti at 600mm apart shall be done. additional

props and bracings shall be used as per requirement.

4. Verticality and alignment of column position shall be

5. Ensure all joints are sealed tight with tap or PU foam.

6. Ensure concrete cover blocks are placed on all sides.

Providing & fixing in position as per approved

drawing TMT of grade Fe-500 / 500D /550 grade bars

coated with fusion bonded epoxy coating not less than

175 micron thickness and up to 300 micron to

reinforcement bars as per IS-13620-1993/ASTM-775

M including testing of coating at plant and conforming

to IS-1786 & relevant standards in piles, pile cap,

Footing, bracing/Tie beams, chimney/Column, Slab

etc. as per design & drawing including cutting,

bending, hooking, binding with 16 gauge annealed MT. 2.00 76520.00

wire, welding of bars as per IS requirement if

necessary. No extra payment shall be made for

required welding, Forming the pile cages, lowering in

position and in case of beam, cage shll be lifted to

required height and placed in position by required all

type of machineries etc complete as directed by the

Engineer-in-Charge.

(Note: Payment of Fusion bonded epoxy coating will

be paid saperaltly.)

Providing 20mm thick sand face cement plaster on

18 wall up to height 10 meters above ground level

consisting of 12mm thick backing coat of C.M. 1:3 (1

cement : 3 sand) and 8mm thick finishing coat of C.M.

1:1 (1 cement : 1 sand) etc. complete.

Providing and Applying 1 (One) Coat of SMARTCARE

PRIMERO and 2 (two) coats of APOCOLITE APEX

plastic emulsion paint or its equivalent Wall painting

of approved brand and manufacture And GETCO

Approved Shade on undercoated wall surface to give

an even shade. The work included thoroughly

brushing/cleaning the surface free from mortar

droppings and other foreign matter and also including

preparing the surface even and smooth by sand paper

or any other approved method including finishing & SMT 1380.00 182.00

thinning as per manufacturer’s instruction. A gap of

hrs. Should be given between 2 subsequent coats. The

work should be carried out strictly as per

manufacturer's specification and requirement comp.

as directed by EIC. Minimum 05 year warranty

certificate to be taken from paint brand.

(Note: Before making final payment to agency

warranty certificate from the original manufacture for

specific project on the name of agency must be

Providing & fixing 600mm dia hot dip galvanizing

cross spiral type razor type concertina coil having

80 circles, 200 clips with optimum openable stretch

of 6 m length using a central core wire high carbon

spring steel ( High tensile wire) made up of 2.6 mm.

dia. as per IS : 4454, Part - 1, Grade - II having

minimum galvanizing of 230-250 Gms per mm2.

around which a edge of razor sharp barbs strip of

mm. thick & 19 mm. width confirming to IS : 513 DD

quality having minimum galvanizing coating of

20 microns with series of barbs punched along the length

at regular interval supported / tied with two rows of

barbed runner wires to newly proposed GI angle on

wall up to 3.00 m height with providing and fixing GI

angle 50x50x6 mm having dimension vertical =

mm and horizontal 700 mm PLUS '+' shaped placed

at approx. 3.00 m apart with P & F 04 no. of

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

with G.I. staples and G.I.clips to retain horizontal, etc

complete as per manufactures specification and

directed by EIC

Supply, fabrication,cutting,threading of M.S rod

including hot dip galvanizing the same of required size

and length including 2 Nos of hex nuts with check nut,

21 lock nut, plain washer,spring washer, base plate

65X10 thick stopper pit welded at end. etc; complete

as directed by E.I.C

Setting of template & foundation bolts in line and

level before concreting of foundation and making

arrangement of fixing template in such a way as it

22 remains in position during concrete etc. comp. As

directed by EIC. Note:The rate includes supplying and

Providing form work of ply wood shuttering so as to

give a smooth exposed finish including centering

(adjustable tubular steel support). Shuttering strutting

23 and propping etc for any height of propping and MT. 70.00 280.72

centering below supporting floor to ceiling and

removal of the same for reinforced concrete and plain

concrete for Footing, Foundations and pedestal.

RsTotal Rs Total Cost of Civil Works in Rs.

Welfare Cess 1.00%

Scrap recovery of dismentling items of Rs. 265770.84 (inclusive of all taxes) will be

deducted from 1st RA Bill of the work.

IN WORDS RUPEES SIXTEEN LACS TWENTY THOUSAND THREE HUNDRED FIFTY RUPEES AND TWENTY ONE

Welfare Cess will be paid as per rules and reimbursed on production of proof of such payments made by the

contractor to the appropriate department.

NOTE: (1) Please note that change in commercial terms & conditions in (a) clause –A3” Instruction

to Bidders” and (b) Caluse-3 and clause 6 of (section-c) General conditions of contract i.e.

(Compensation for the delay) and (Action on default by contractor) (C) Clause-37 of section-D

general condition of contract i.e. (Rights of Owner), Clause-43 (Relationship with employee) and

clause-44 (Conflict of Interest among Bidder/Agents)

GETCO: Circle Office, Jamnagar.

I/We have read and clearly understood the terms, conditions, Schedule ‘B’ and Technical specifications put by

GETCO on WEB site.

I/We hereby accept all the conditions and specifications of this tender document, and accordingly, I/We

am/are willing to carry out the work at _________________% (in words ______________percentage)

above/below the estimated cost. Accordingly the total amount of my/our tender works out to

above/below the estimated cost. Accordingly the total amount of my/our tender works out to

SIGNATURE OF CONTRACTOR.

(With rubber stamp/seal of the company)