Tower Revetment and Strengthening of loc No. 10 Naranpur Lalpur Line and Loc No.13 Naranpur Moti-Veraval line under TR Division Jamnagar under TR Circle Jamnagar.

Name of Work: "Tower Revetment & Strengthening of loc No. 10 Naranpur Lalpur Line & Loc

No.13 Naranpur Moti-Veraval line under TR Division Jamnagar under TR Circle Jamnagar.”

Description Unit Rate Amount

[A] EXCAVATION, FILLING AND EARTH WORK

1 Manual Excavation for foundation up to 134.00 CMT 523.00

1.50 m 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 - For all type

of strata i.e. Loose Soil, Dense Soil, Hard

Murrum, Soft Rock, Hard Rock

2 Manual Excavation for foundation above 49.00 CMT 619.00

1.50 m 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 - For all type

of strata i.e. Loose Soil, Dense Soil, Hard

Murrum, Soft Rock, Hard Rock

3 Manual Excavation for foundation above 17.00 CMT 608.00

3.0 m 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 - For all type

of strata i.e. Loose Soil, Dense Soil, Hard

Murrum, Soft Rock, Hard Rock

4 Providing and Filling Rubbles including hand 200.00 CMT 1090.80

packing and filling interstices with quarry

spalls behind Retaining Wall and As directed

[B] CONSTRUCTION

(1) Concrete WORK

5 Providing and laying cement concrete 1:4:8 13.00 CMT 2753.58

(1 Cement : 4 Coarse and : 8 black crushed

stone aggregate 40mm nominal size ) and

curing complete- Foundation and plinth.

6 Providing form work of ply wood 30.00 SMT 208.26

shuttering so as to give a smooth exposed

finish including centering (adjustable

tubular steel supports). Shuttering strutting

and propping etc. for any height of

propping and centering below supporting

floor to ceiling , and removal of the same

for reinforced concrete and plain concrete.

for Coping or Linter

7 Providing White stone Bella masonry 79.00 CMT 6231.61

(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

8 Providing and laying controlled cement 28.00 CMT 4068.20

concrete M-20 and curing complete

excluding the cost of formwork and

reinforcement for reinforced concrete work

in Foundations, footings, Base of columns

and Mass concrete

9 Providing & laying control cement concrete 42.00 CMT 5415.00

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- For vertical walls.

10 Providing and laying controlled cement 4.00 CMT 4588.00

concrete M.200 and curing complete

excluding the cost of formwork and

reinforcement for reinforced concrete work

in Slabs, landing, shelves, Balconies Lintels,

Beams, Girders and Coping

11 Providing 15mm thick sand face cement 73.00 SMT 234.17

plaster on 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) finished with floating coat

of neat cement slurry.etc. complete.-NF

12 Providing & Fixing in position as per 3220.00 KG 76.52

approved drawing TMT steel reinforcement

bars FE 500/500D confirming to IS 1786 in

RCC work including Cutting, bending,

binding with 16 gauge annealed wire, of

bars as per IS requirement If necessary and

placing in position etc. completed for RCC

work. etc. completed as directed by EIC..

13 Providing & fixing FINOLEX brand or 25.00 RMT 262.71

equivalent approved quality rigid P.V.C. pipe

for rain water including necessary fittings

like bends, shoe, cowl etc. & fixing the pipes

to the wall in plumb by means of G.I. Clamps

of 18 gauge sheet at 1 to 1.5 meter distance,

filling the joints with approved solution

complete as directed by E.I.C. - 110 mm Dia.

TOTAL ESTIMATED COST FOR CIVIL WORKS

Welfare cess 1%

Total estimated cost

NOTE: (1) Please note that change in commercial terms & conditions in (i) Section-A ”Instruction to

Bidders” , (ii) Section-C (Conditions of Contract), Caluse No.3 (Compensation for the delay) and clause

No.6 (Action on default by contractor) and (iii) Section-D (General Condition of Contract), Clause-37

(Rights of Owner), Clause-38 (Relationship with employee) and clause-39 (Conflict of Interest among

Supt Engineer (TR),

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)