Repairs to Security Wall at Ultratech Side at Port Magdalla

MEMORANDUM SHOWING THE ITEMS OF WORK TO BE CARRIED OUT.

Repairs to Security wall at Ultratech Side at Port Magdalla

Item No. Quantities Item of work Estimated rates Unit Total amount

Item No. Quantities Item of work Estimated rates Unit Total amount

estimated but may according to

be more or less In Figures In words estimated

1 4.00 cum Demolition of brick work and stone masonary 641.90 Six Hundred One cum

including stacking of serviceable materials Fourty One

and disposal of unserviceable materials with Rupees and

all lead and lift. ( i i ) In cement mortar Ninety Paise

2 11.00 cum 'Demolition of RCC work including stacking of 1,398.10 One Thousand One cum

serviceable materials and disposal of Three Hundred

unserviceable materials with all lead and lift.( Ninety Eight

using pneumatic breaker) Rupees and Ten

3 2.00 cum Providing and Laying CC 1:4:8 (1 cement :4 3,622.10 Three One cum

coarse sand : 8 hand broken stone Thousand Six

aggregate 40mm nomonal size) and curing Hundred Twenty

complete excluding cost of form work in.(A) Two Rupees

Foundation and plinth and Ten Paise

4 17.00 cum Providing and Laying design mix concrete 9,604.20 Nine Thousand One cum

M35 using minimum cement 385 kg/cum, Six Hundred

crushed stone aggregates 20 mm nominal Four Rupees

maximum size and finishing smooth with and Twenty

curing etc. complete including cost of form Paise Only

work but excluding the cost of reinforcement

for reinforced concrete work in..( B ) Columns

(III ) Having cross sectional area 0.12 to

5 7.00 cum Providing and Laying design mix concrete 8,223.60 Eight Thousand One cum

M35 using minimum cement 385 kg/cum, Two Hundred

crushed stone aggregates 20 mm nominal Twenty Three

maximum size and finishing smooth with Rupees and

curing etc. complete including cost of form Sixty Paise Only

work but excluding the cost of reinforcement

for reinforced concrete work in.. (A) Beams

and lintels ( I ) Having cross sectional area

0.05 to 0.08 sqm

6 1.00 cum Providing and Laying design mix concrete 7,405.80 Seven One cum

M35 using minimum cement 385 kg/cum, Thousand Four

crushed stone aggregates 20 mm nominal Hundred Five

maximum size and finishing smooth with Rupees and

curing etc. complete including cost of form Eighty Paise

work but excluding the cost of reinforcement Only

for reinforced concrete work in. (A) Beams

and lintels ( III ) Having cross sectional area

0.12 to 0.18 sqm

7 9.00 cum Providing and Laying design mix concrete 5,820.90 Five Thousand One cum

M35 using minimum cement 385 kg/cum, Eight Hundred

crushed stone aggregates 20 mm nominal Twenty Rupees

maximum size and curing complete including and Ninety

cost of form work but excluding the cost of Paise Only

reinforcement for reinforced concrete work

in.. (B) Walls from top of foundation level up

to floor two level

8 35.00 cum Brick work using common burnt clay building 5,370.30 Five Thousand One cum

bricks having crushing strength not less than Three Hundred

35 kg/sq.cm. in super structure above plinth Seventy Rupees

level up to floor two level in C.M.1:6 and Thirty Paise

(1cement :6 fine sand) conventional bricks Only

9 540.00 sqm Providing 15 mm thick cement plaster in 255.40 Two Hundred One sqm

single coat on walls/ mala plastering upto Fifty Five

floor two level and finished even and smooth Rupees and

in cement mortar 1:3 (1 cement : 3 fine sand) Fourty Paise

10 540.00 sqm Wall painting (two coats) with antifungus 143.20 One Hundred One sqm

exterior water proffing plastic emulsion paint Fourty Three

Light shade (Ultima or equivalent) of Rupees and

approved brand and manufacture on exterior Twenty Paise

wall surface to give an even shade including Only

thoroughly brushing the surface to remove all

dirt and loose powdered material including

curing etc complete.

11 4000.00 kg Supplying, bending, hooking and binding 86.50 Eighty Six One kg

thermomechanically treated (TMT) corrosion Rupees and

resistant Fe-500 grade bar reinforcement Fifty Paise Only

including placing in position etc. complete

upto floor two level.

(RupeesTen Lakhs Fifty Five Thousand Twenty Five and Ninety Paisa Only)

I / We am /are willing to carry out the work at % above / below (percent should be written in figures and words) of the

Item No. Quantities Item of work Estimated rates Unit Total amount

Item No. Quantities Item of work Estimated rates Unit Total amount

estimated but may according to

be more or less In Figures In words estimated

estimated rates mentioned above amount of my /our tender works out as under;

(A) Estimated amount * (A) Estimated amount *

Put to tender Rs. 10,55,025.90 Put to tender Rs

(C) Net Amount (A-B) Rs..................... (C) Total Amount (A + B) Rs

(C) Net Amount (A-B) Rs..................... (C) Total Amount (A + B) Rs

In Words In Words

* Figure shall also be written in word and strike out whichever is not applicable.

Signature of contractor Signature of the Executive Engineer

Project Implementation Unit

Gujarat Maritime Board