Constructing box type VRB/CR in place of damaged pipe VRB/CR @ ch. 9215 m. on Manej Distry.

Name of work :- Construction Box Type V.R.B./CR in place of damaged Pipe V.R.B/CR at

Ch.9215 m on Manej Distry.

Sr.No Quntity Item Unit Estimated Rate without GST

Without GST Rs.

In figures In World

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 directed. Only

NP_2 pipes. 600 mm. to 900 mm.

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

including sorting out and stacking of Thousand

the useful materials of the following Four

2 15.00 diameters including refilling the RMT 1444.00 Hundred

trenches etc. complete as Forty Four

directed.above 1200 mm Only

Dismantalling the existing Brick Rs. Seven

masonry including sorting out and Hundred

stacking the useful material and Fifty &

3 51.00 removing the debries and making good RMT 750.90 Ninety Paise

the damages etc. comnpleted. (a) in 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

3 490.00 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

"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

4.a 58.00 course / Coping / Approach Slab CM 4190.00 One Hundred

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

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

/ Pier / Bottom slab of barrel / Plinth Thousand Six

4.b 46.00 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

4.c 100.00 MSA-20 mm CM 4457.00 Hundred

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

Road Bridge / Barrel / Cutoff wall etc. Thousand Six

4.d 60.00 (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

4.e 10.00 CM 5481.00 Hundred

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

Structure. Thousand

4.f 2.00 (t) Concrete grade M-25 and MSA -10 CM 8023.00 Twenty Three

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 110 mm diameter Rs. Three

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

6 4.00 with necessary iron grating as per Rmt. 369.20 Sixty Nine &

design Twenty Paise

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 &

7 6.00 abutments, wing walls, retaining walls Rmt. 262.50 Fifty Paise

etc. complete. 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 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

8 107.00 40 mm CM 3346.00 Hundred

Providing temporary all weather and Rs. One Lac

fair weather diversion suitable for Fifteen

traffic during the construction period Thousand

of the bridge including providing Five Hundred

necessary drains and all safty Two Only

9 1.00 measures including red lamps/ signals No. 115502.00

at night for traffic etc. complete.

Back filling the foundation trenches Rs. Thirty Six

around the structures etc with & Ninety

selected excavated stuff including Paise Only

10 75.00 watering, ramming, compacting etc. CM 36.90

complete. (By Machinery)

Providing & Fixing M.S. Gate of leaf Rs. One Lac

Size 1.40 x 1.80 mt for DIstry Thirty Six

including Overhauling and oiling Thousand

greasing of CR/HR gates etc comp as Four

directed for New steel gate including Hundred

providing basic steel material; M.S. Twenty Eight

Shaft plate, angles, channels etc.& Only

11 4.00 Fixing Threaded rod Shaft of Specified No. 136428.00

Dia.& Fixing Heavy duty nut and

bearing incl. fabrication transporting

to site & erection and painting etc. all

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

12 188.00 dewatering where SM 415.80

required.(MACHINERY BASED by

"FLORI" - WITHOUT PAVER WATER

10 cm thick lining in Bed / Slope

Total Rs…(Without GST)

Rs. Thirty Five Lac Seventy Four Thousand Four Hundred Eighty One & 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 Construction Box Type V.R.B./CR in place of damaged Pipe V.R.B/CR at Ch.9215 m

Work:- on Manej Distry.

CEMENT CONSUMPTION

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

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

4.a barrel / Plinth course / Coping / Approach Slab etc.(a) Concrete 58.00 Cum 0.30

grade M-15 and MSA-20 mm

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

4.b barrel / Plinth course / Coping / Approach Slab etc.(e) Concrete 46.00 Cum 0.38

grade M-25 and MSA-20 mm

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

4.c wall / Dowel Wall etc.(g) Concrete grade M-15 and MSA-20 100.00 Cum 0.30

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

4.d Cutoff wall etc. 60.00 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 & 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

2 8 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 purpose

(a) C. C. Nominal Mix, M-10 and MSA-40 mm 107.00 Cum 0.22

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 12 finishing, curing including dewatering where 188.00 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 :- Construction Box Type V.R.B./CR in place of damaged Pipe V.R.B/CR at Ch.9215 m 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

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

Sr. Estimated but according to 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 estimated Rs. Unit Cost Per Unit

Dismantling the existing R.C.C Pipes

including sorting out and stacking of the

useful materials of the following

etc. complete as directed. NP_2 pipes.

Dismantling the existing R.C.C Pipes

including sorting out and stacking of the

useful materials of the following

etc. complete as directed.above 1200 mm

Dismantalling the existing Brick masonry

including sorting out and stacking the

useful material and removing the debries

comnpleted. (a) in cement mortar.

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

complete for lead upto 500 m and all lift.

(a) Including dewatering.

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 barrel / Plinth

course / Coping / Approach Slab etc.(a)

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

(B) For Pier and Abutments / Wing wall /

Head wall / Return wall / Dowel Wall

(E) For Column / Beam / Solid Slab of

Road Bridge / Barrel / Cutoff wall etc.

(D) For Kerb / Wearing coat.

Percentage Calculation

Name of work :- Construction Box Type V.R.B./CR in place of damaged Pipe V.R.B/CR at Ch.9215 m 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

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

Sr. Estimated but according to 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 estimated Rs. Unit Cost Per Unit

(F) For Parapet wall of Road Bridge /

Providing & Placing in position

reinforcement bars including cutting,

bending, welding joints where necessary,

all lead and lifts.

(B) TMT / CRS bars

Providing and fixing 110 mm diameter

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

4.00 with necessary iron grating as per design 369.20 Rmt. 1476.80 78.4 313.6 0 0 0 0 0 0 0 0 3.18 12.72 287.62 1150.48 369.20

Providing and laying in position 110 mm

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

holes with non corroding jali in

abutments, wing walls, retaining walls

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-

Providing temporary all weather and fair

weather diversion suitable for traffic

during the construction period of the

bridge including providing necessary

red lamps/ signals at night for traffic etc.

Back filling the foundation trenches

around the structures etc with selected

excavated stuff including watering,

ramming, compacting etc. complete. (By

Percentage Calculation

Name of work :- Construction Box Type V.R.B./CR in place of damaged Pipe V.R.B/CR at Ch.9215 m 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

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

Sr. Estimated but according to 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 estimated Rs. Unit Cost Per Unit

Providing & Fixing M.S. Gate of leaf Size

1.40 x 1.80 mt for DIstry including

Overhauling and oiling greasing of

CR/HR gates etc comp as directed for

New steel gate including providing basic

steel material; M.S. Shaft plate, angles,

channels etc.& Fixing Threaded rod Shaft

of Specified Dia.& Fixing Heavy duty nut

and bearing incl. fabrication

transporting to site & erection and

painting etc. all complete.

Providing and laying plain/reinforced

cement concrete lining of M 15 (MSA

mm) in bed, side slopes and curvature

including batching, mixing, transporting,

placing, vibrating, smooth finishing,

curing including dewatering where

"FLORI" - WITHOUT PAVER WATER

10 cm thick lining in Bed / Slope

Signature of Contractor Deputy Executive Engineer Executive Engineer

Petlad Irrigation sub Division Petlad Irrigation Division