Constructing Box type VRB in place of damaged pipe VRB at ch. 0 mt on Baliya kaka kyari lateral drain.

Memorandum showing items of works to be carried out

NAME OF Constructing Box type V.R.B.in place of damaged pipe V.R.B. at Ch. 0 mt. on Baliya

WORK :- kaka kyari lateral Drain

I. accoarding to

but may Item of work Rs. in Unit

No. Rs. in figs. estimated

be more words quantities

Dismantling the existing R.C.C. Pipes including

sorting out and stacking of the useful materials

of the following diameters including refilling the Rs. Eight

trenches etc. complete as directed.600 mm. to Hundred Sixty

900 mm Six & Forty

Dismantling R.C.C. work and disposing off Rs. One

stuff including stacking of the useful materials Thousand

etc. complete as directed.(a) heavy Seven

2 12.00 reinforcement (Main bar up to 16mm Dia) 1732.80 Hundred CM

Excavation for foundation in all sorts of soil

including yellow sandy gravelly soils ,soft &

hard murrum etc. in dry condition including Rs. One

depositing the excavated stuff in uniform layers Hundred

3 383.00 in banks or as and where directed etc. complete 107.80 Seven & CM

for lead up to 500m and all lift. (BY Eighty Paise

MACHINERY) Including Dewatering Only

Providing & Laying in position "NOMINAL MIX"

cement concrete using cement, sand and

crushed aggregate by mass and machine mix for

C.C./R.C.C work incl. necessary formworks Rs. Three

centering, scaffolding, compaction by vibrator, Thousand

4 57.00 curing as directed with all lead & lift etc 3346.00 Three CM

complete Without Dewatering and excluding Hundred Forty

cost of steel reinforcement. Six Only

Providing & Laying in position "DESIGN MIX"

cement concrete using cement sand and

crushed aggregate for C.C./ R.C.C work by

"FLORI" including necessary formwork,

centering, scaffolding, compaction by vibrator,

curing as directed with all lead & lift etc

complete without dewatering and excluding the

5 (A) 60.00 cost of steel reinforcement.. (A) For Footing of 4190.00 CM

column / Abutment / Pier / Bottom slab of

barrel / Plinth course / Coping /Approch slab

etc. (e) Concrete grade M-15 and MSA-20 mm

Providing & Laying in position "DESIGN MIX"

cement concrete using cement sand and

crushed aggregate for C.C./ R.C.C work by

"FLORI" including necessary formwork,

centering, scaffolding, compaction by vibrator,

curing as directed with all lead & lift etc Rs. Four

complete without dewatering and excluding the Thousand Six

5 (B) 41.00 cost of steel reinforcement. (A) For Footing of 4651.00 CM

column / Abutment / Pier / Bottom slab of One Only

barrel / Plinth course / Coping /Approch slab

etc. (e) Concrete grade M-25 and MSA-20 mm

Providing & Laying in position "DESIGN MIX"

cement concrete using cement sand and

crushed aggregate for C.C./ R.C.C work by

"FLORI" including necessary formwork,

centering, scaffolding, compaction by vibrator,

curing as directed with all lead & lift etc

complete without dewatering and excluding the

5(C) 106.00 4457.00 Four Hundred CM

cost of steel reinforcement. (B) For Pier and

Abutments / Wing wall / Head wall / Return

wall/ Dowel wall etc. (h)Concrete grade M-15

Providing & Laying in position "DESIGN MIX"

cement concrete using cement sand and

crushed aggregate for C.C./ R.C.C work by

"FLORI" including necessary formwork,

centering, scaffolding, compaction by vibrator, Rs. Five

curing as directed with all lead & lift etc Thousand

5('D) 9.00 complete without dewatering and excluding the 5481.00 Four Hundred CM

cost of steel reinforcement. (D) For Kerb / Eighty One

Wearing coat. (n) Concrete grade M-25 and MSA Only

Providing & Laying in position "DESIGN MIX"

cement concrete using cement sand and

crushed aggregate for C.C./ R.C.C work by

"FLORI" including necessary formwork,

centering, scaffolding, compaction by vibrator,

curing as directed with all lead & lift etc Rs. Five

complete without dewatering and excluding the Thousand Six

cost of steel reinforcement. (E) For Column / Hundred Forty

Beam / Solid Slab of Road Bridge / Barrel / Two Only

Cutoff wall etc. (q) Concrete grade M-25 and

Providing & Laying in position "DESIGN MIX"

cement concrete using cement sand and

crushed aggregate for C.C./ R.C.C work by

"FLORI" including necessary formwork,

centering, scaffolding, compaction by vibrator, Rs. Eight

curing as directed with all lead & lift etc Thousand

5('F) 2.00 complete without dewatering and excluding the 8023.00 CM

cost of steel reinforcement. (F) For Perapet wall Only

of Road Bridge / Structure (t)Concrete grade M-

25 and MSA -10 to 20 mm

Providing & Placing in position reinforcement Rs. Seven

bars including cutting, bending, welding joints Thousand One

6 75.500 where necessary, hooking etc. complete as per 7194.00 Hundred QTL

drawing for all lead and lifts.TMT Ninety Four

Providing and laying in position 110 mm dia (6

kgf/sqcm) P.V.C. Pipe for weep holes with non Rs. Two

corroding jali in abutments, wing walls, Hundred Sixty

retaining walls etc. complete. Two & Fifty

Providing and fixing 110 mm diameter

P.V.C..Pipe (6 kgf / sq cm) Water spout with Rs. Three

necessary iron grating as per design Hundred Sixty

Back filling the foundation trenches around the

structures etc with selected excavated stuff Rs. Thirty Six

9 69.00 including watering, ramming, compacting etc. 36.90 & Ninety Paise CM

complete. (By Machinery) Only

Providing temporary all weather and fair

weather diversion suitable for traffic during the Rs. One

construction period of the structure including Thousand

all safty measures including red lamps/ signals Nine Hundred

at night for traffic etc. comp Fifteen &

Providing temporary all weather and fair

weather diversion suitable for drain diversion

during the construction period of the structure

11 15.00 including all safty measures including red 2611.37 RMT

lamps/ signals at night for traffic etc. comp

Providing drone videography on the occaion of

function or for before/on going/after completion

of construction work including dubbing , titeling Rs. Four

12 1.00 etc. complete including cost of cassette/CD 4000.00 Thousand

Rs. Twenty One Lac Thirty One Thousand Four Hundred Ninety Four & Sixty One Paise Only

1 The rate quoted in above schedule-B shall be considered for approved & present.

2 The qty. shown above may be adjusted more or less than est. quality keeping the cost of excavation of one tank

I / We am /are willing to carry out the work at ............ % above /below................................

.................................................( percent should written in figures and words )

of the estimated rate mentioned above.Amount of my / our tender work out as under.

Estimated Estimated amount

Deduct :- ____ % Below Rs. _______________ Add ____ % above Rs. ______

Net Tender amount Rs. ______________ Net Tender amount Rs.

Notes 1 - All work shall be carried out as per Public Works Department Handbook and specifications of Division or as

directed by supervisory staff.

Notes 2 - The persons of firm submitting the tender should see that the all the columns in the schedule should be filled in

inkand total of entries in last column should be struck by the contractor under his signature.

Notes 3 - Rates quoted include clearing of site (prior commencement of work and at its close ) in all respects and hold

good for work under all conditions, site, moisture, weather etc.

Note 4 - The meaning of abbreviationss used in units are as under.

CM - Cubic Meter SM - Square Meter RMT - Running Meter

Deputy Executive Engineer

Drain Sub Division

Signature of contractor. Khambhat