Constructing box type VRB in place of existing damaged pipe VRB @ ch. 8230 m. on Manej Distry.

Name of work :- Constructing Box type V.R.B. in place of existing damaged Pipe V.R.B. at ch

8230 mt. on Manej Distry.

Sr.No Quntity Item Unit Estimated Rate without GST

Without GST Rs.

In figures In World

Dismantalling the existing Brick Rs. Seven

masonry including sorting out and Hundred

stacking the useful material and Fifty &

1 84.00 removing the debries and making good CM 750.90 Ninety Paise

the damages etc. comnpleted. (a) in Only

Dismantling the existing R.C.C. Pipes Rs. Eight

including sorting out and stacking of Hundred

the useful materials of the following Sixty Six &

diameters including refilling the Forty Paise

trenches etc. complete as Only

directed.NP_2 pipes 600 mm. to

Dismantling the existing R.C.C. Pipes Rs. One

including sorting out and stacking of Thousand

the useful materials of the following Two Hundred

diameters including refilling the Seventy &

trenches etc. complete as Seventy Paise

directed.NP_1000 mm. to 1200 mm. Only

Excavation for foundation in all sorts

of soil including yellow sandy gravelly

soils ,soft & hard murrum etc. in dry

condition including depositing the Rs. One

excavated stuff in uniform layers in Hundred

3 801.00 banks or as and where directed etc. CM 107.80 Seven &

complete for lead upto 500 m and all Eighty Paise

lift. (BY MACHINERY) Only

(a) Including dewatering.

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 centering, scaffolding,

compaction by vibrator, curing as

directed with all lead & lift etc

complete Without Dewatering and

excluding cost of steel reinforcement.

(A) For Foundation concrete / General Rs. Three

purpose Thousand

(a) C. C. Nominal Mix, M-10 and MSA- Three

4 192.00 40 mm CM 3346.00 Hundred

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 cost of

steel reinforcement.

(A) For Footing of column / Abutment Rs. Four

/ Pier / Bottom slab of barrel / Plinth Thousand

5.a 71.00 course / Coping / Approach Slab CM 4190.00 One Hundred

etc.(e) Concrete grade M-15 and MSA- Ninety Only

(A) For Footing of column / Abutment Rs. Four

/ Pier / Bottom slab of barrel / Plinth Thousand Six

5.b 92.00 course / Coping / Approach Slab CM 4651.00 Hundred

etc.(e) Concrete grade M-25 and MSA- Fifty One

(B) For Pier and Abutments / Wing Rs. Four

wall / Head wall / Return wall / Dowel Thousand

Wall etc.(g) Concrete grade M-15 and Four

5.c 94.00 MSA-20 mm CM 4457.00 Hundred

(E) For Column / Beam / Solid Slab of Rs. Five

Road Bridge / Barrel / Cutoff wall etc. Thousand Six

5.d 125.00 (q) Concrete grade M-25 and MSA-20 CM 5642.00 Hundred

(D) For Kerb / Wearing coat. Rs. Five

(n) Concrete grade M-25 and MSA -10 Thousand

5.e 19.00 CM 5481.00 Hundred

(F) For Parapet wall of Road Bridge / Rs. Eight

Structure. Thousand

5.f 3.00 (t) Concrete grade M-25 and MSA -10 CM 8023.00 Twenty Three

Providing and laying plain/reinforced Rs. Four

cement concrete lining of M 15 (MSA Hundred

20 mm) in bed, side slopes and Fifteen &

curvature including batching, mixing, Eighty Paise

transporting, placing, vibrating, Only

smooth finishing, curing including

6 258.800 dewatering where SM 415.80

required.(MACHINERY BASED by

"FLORI" - WITHOUT PAVER WATER

10 cm thick lining in Bed / Slope

Providing & Placing in position Rs. Eighty

reinforcement bars including cutting, Two

bending, welding joints where Thousand

necessary, hooking etc. complete as Ninteen Only

per drawing for all lead and lifts.

(B) TMT / CRS bars

Providing and fixing in position pre- Rs. One

moulded asphalt or bitumen cork Thousand

board of approved quality and Two Hundred

specifications as per design and Eighty Six &

drawing. Fifty Paise

20 mm thickness Only

Providing and laying in position 110 Rs. Two

mm dia (6 kgf/sq cm) P.V.C. Pipe for Hundred

weep holes with non corroding jali in Sixty Two &

9 24.80 abutments, wing walls, retaining walls Rmt. 262.50 Fifty Paise

etc. complete. Only

Providing and fixing 110 mm diameter Rs. Three

P.V.C..Pipe (6 kgf / sq cm) Water spout Hundred

10 6.40 with necessary iron grating as per Rmt. 369.20 Sixty Nine &

design Twenty Paise

Back filling the foundation trenches Rs. Thirty Six

around the structures etc with & Ninety

selected excavated stuff including Paise Only

11 60.00 watering, ramming, compacting etc. CM 36.90

complete. (By Machinery)

Providing temporary all weather and Rs. Two Lac

fair weather diversion suitable for Thirty

traffic during the construction period Thousand

of the bridge including providing Ninety Only

necessary drains and all safty

12 1.00 measures including red lamps/ signals No. 230090.00

at night for traffic etc. complete.

Total Rs…(Without GST)

Rs. Forty Nine Lac Nine Thousand Six Hundred Fifty Five & Ninety Paise Only

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

(Should be written in figure and words) of the estimate reates mentioned above.

Amount of my / our tender works out as under.

Estimated amount put Estimated amout put

to tender Rs……………. to tender Rs……………..

Deduct …………..% Add………………%

below Rs………… Above Rs……………

Net Rs……………….. Total Rs…………….

In words…………………………….. In words………………

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. Hact - Hactare MT - Metric Tonne Rmt

= Running metre

Note 5 - Basic Rate for Cement Difference Calculation of Mix Design will be Rs.5483.37/M.T. (Rate as per

CGWRD SOR 2023-24

Techanically Checked By me…................

Arithmetically Checked By me….....................

Deputy Executive Engineer Divisional Account Officer

Petlad Irrigation Sub Division Petlad Irrigation Division

Executive Engineer

Petlad Irrigation Division

Name of Constructing Box type V.R.B. in place of existing damaged Pipe V.R.B. at ch 8230 mt.

Work:- on Manej Distry.

CEMENT CONSUMPTION

Sr No. Item Description Quantity Unit consumptio Total Cement M.T.

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

1 4 formworks centering, scaffolding, compaction by vibrator, 192.00 Cum 0.22

curing as directed with all lead & lift etc complete Without

Dewatering and excluding cost of steel reinforcement.

(A) For Foundation concrete / General purpose

(a) C. C. Nominal Mix, M-10 and MSA-40 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

cost of steel reinforcement.

(A) For Footing of column / Abutment / Pier / Bottom slab of

5.a barrel / Plinth course / Coping / Approach Slab etc.(e) Concrete 71.00 Cum 0.30

grade M-15 and MSA-20 mm

(A) For Footing of column / Abutment / Pier / Bottom slab of

5.b barrel / Plinth course / Coping / Approach Slab etc.(e) Concrete 92.00 Cum 0.38

grade M-25 and MSA-20 mm

(B) For Pier and Abutments / Wing wall / Head wall / Return

5.c wall / Dowel Wall etc.(g) Concrete grade M-15 and MSA-20 mm 94.00 Cum 0.30

(E) For Column / Beam / Solid Slab of Road Bridge / Barrel /

5.d Cutoff wall etc. 125.00 Cum 0.38

(q) Concrete grade M-25 and MSA-20 mm

(D) For Kerb / Wearing coat.

(n) Concrete grade M-25 and MSA -10 to 20mm

(F) For Parapet wall of Road Bridge / Structure.

(t) Concrete grade M-25 and MSA -10 to 20 mm

Providing and laying plain/reinforced cement concrete lining of

M 15 (MSA 20 mm) in bed, side slopes and curvature including

batching, mixing, transporting, placing, vibrating, smooth

3 6 finishing, curing including dewatering where 258.80 SM 0.03

required.(MACHINERY BASED by "FLORI" - WITHOUT

PAVER WATER CURING)

10 cm thick lining in Bed / Slope

Section Officer Deputy Executive Engineer

Petlad-1 Section Petlad Irrigation Sub Division

Percentage Calculation

Name of work :- Constructing Box type V.R.B. in place of existing damaged Pipe V.R.B. at ch 8230 mt. on Manej Distry.

Quantity Item Rate Unit Total amount Labour Total Labour Cement Total Cement Steel per Total Steel Bitumen Total PoL Per Total PoL cost Machiner Total Other Total Other TOTAL cost Total Item Cost Total %

Quantity Item Rate Unit Total amount Labour Total Labour Cement Total Cement Steel per Total Steel Bitumen Total PoL Per Total PoL cost Machiner Total Other Total Other TOTAL cost Total Item Cost Total %

Sr. Estimated but according to estimated Rs. Per Cost Per Unit Cost Unit Cost Per Unit Bitumen Cost Unit y Per Unit Machinery Comodity Comodity Cost per Unit

No. may be more Rs. Unit Cost Per Unit

Dismantalling the existing Brick masonry

including sorting out and stacking the

useful material and removing the debries

comnpleted. (a) in cement mortar

Dismantling the existing R.C.C. Pipes

including sorting out and stacking of the

useful materials of the following diameters

complete as directed.NP_2 pipes 600 mm.

Dismantling the existing R.C.C. Pipes

including sorting out and stacking of the

useful materials of the following diameters

complete as directed.NP_1000 mm. to

Excavation for foundation in all sorts of

soil including yellow sandy gravelly soils

,soft & hard murrum etc. in dry condition

including depositing the excavated stuff in

uniform layers in banks or as and where

m and all lift. (BY MACHINERY)

(a) Including dewatering.

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 centering,

scaffolding, compaction by vibrator,

curing as directed with all lead & lift etc

complete Without Dewatering and

excluding cost of steel reinforcement.

(A) For Foundation concrete / General

(a) C. C. Nominal Mix, M-10 and MSA-40

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 cost of steel

(A) For Footing of column / Abutment /

Pier / Bottom slab of barrel / Plinth

course / Coping / Approach Slab etc.(e)

Concrete grade M-15 and MSA-20 mm

(A) For Footing of column / Abutment /

Pier / Bottom slab of barrel / Plinth

course / Coping / Approach Slab etc.(e)

Concrete grade M-25 and MSA-20 mm

Percentage Calculation

Name of work :- Constructing Box type V.R.B. in place of existing damaged Pipe V.R.B. at ch 8230 mt. on Manej Distry.

Quantity Item Rate Unit Total amount Labour Total Labour Cement Total Cement Steel per Total Steel Bitumen Total PoL Per Total PoL cost Machiner Total Other Total Other TOTAL cost Total Item Cost Total %

Quantity Item Rate Unit Total amount Labour Total Labour Cement Total Cement Steel per Total Steel Bitumen Total PoL Per Total PoL cost Machiner Total Other Total Other TOTAL cost Total Item Cost Total %

Sr. Estimated but according to estimated Rs. Per Cost Per Unit Cost Unit Cost Per Unit Bitumen Cost Unit y Per Unit Machinery Comodity Comodity Cost per Unit

No. may be more Rs. Unit Cost Per Unit

(B) For Pier and Abutments / Wing wall /

Head wall / Return wall / Dowel Wall