Constructing New Canal Syphone In Place of Existing Pipe Syphon @ Ch 1415 m Pij Minor (Nadiad Petlad Highway)

BILL OF QUANTITIES

Name of work :- CONSTRUCTING NEW CANAL SYPHON IN PLACE OF EXISTING PIPE

SYPHON @ CH.1415M. PIJ MINOR (NADIAD PETLAD HIGHWAY)

Estimated Rate without Total Amount

Estimated Rate without Total Amount

Sr.No Quntity Item Unit Without GST Rs.

In figures In World

Dismanting the existing R.C.C Pipes Err:508

including sorting out and stacking of

the useful materials of the following

diameters including refilling the

trenches etc. complete as directed.NP-

2 class 1200 mm dia. Pipe.

Dismantling the existing brick Err:508

masonary including sorting out and

stacking the usefull material and

2 16.50 removing the debris and making good CM 750.90

the damages etc complete as directed

In Cement Mortar

Dismantling the RCC work and Err:508

disposing off the stuff including

stacking of the usefull materials etc

3 5.534 complete as directed. (a) Light CM 1732.80

Reinforcement (Main Bar upto 16mm

Dismantling the existing foundation Err:508

concrete including sorting out the

dismentalled stuff and stacking the

useful material, removing the debries

and making good the damages etc.

complete as and where directed.

Cement Concrete

Dismantling the C.C lining including Err:508

diposing off the dismantalled materials

5 397.20 as directed etc. complete. (A) 7.50 CM SM 86.50

Excavation for foundation in all

sorts of soil including yellow sandy

gravelly soils, soft & hard murrum

etc in dry condition including

773.00 depositing the excavated stuff in CM 107.80

uniform layers in banks or as and

where directed etc complete for

lead upto 500m and all lift (BY

MACHINERY)-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 / Err:508

Abutment / Pier / Bottom Slab of

(A) 263.000 Barrel / Plinth Course / Coping / CM 4190.00

Approach Slab etc.C. C. M-15 and

(C)For Footing of Column / Err:508

Abutment / Pier / Bottom Slab of

(B) 94.000 Barrel / Plinth Course / Coping / CM 4651.00

Approach Slab etc..(e) Concrete Grade

M-25 and MSA-20mm

(E) For Column / Beam / Solid Slab of Err:508

Road Bridge / Barrel / Cutoff wall etc..

(C ) 168.000 (q) Concrete Grade M-25 and MSA- CM 5642.00

Providing & Laying in position Err:508

"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

8 249.00 complete Without Dewatering and RM 3346.00

excluding cost of steel reinforcement.

(A) For Foundation concrete / General

purpose(F)For Lean Concrete Below

Barrel/Well Concrete Grade M-10 and

Providing & Placing in position Err:508

reinforcement bars including cutting,

bending, welding joints where

10 27.12 necessary, hooking etc. complete as MT 82019.00

per drawing for all lead and lifts. (B)

TMT / CRS (FE 500D)

Back filling the foundation trenches Err:508

around the structures etc with selected

excavated stuff including watering,

11 73.00 ramming, compacting etc. complete. CM 36.90

Providing and Fixing in Position PVC Err:508

Heacy Duty Water Stops in barrels,

troughs and wing walls with 25mm

wide expansion joint as shown in

drawing including filling the joints with

12 9.04 asphalt pad or bitumen cork board of m 587.70

approved quality (Asphalt Pad or

Bitumen Cork Board Will Be Paid

Separately) (A) 225 mm WIDE PVC

Providing and Filling the

polysulphide joint sealent of the

approved make in the expansion

and contraction joints in the CC

Lining including clearing the joints

with air water jet

Providing rubble and sand layer Err:508

including supplying of rubble & coarse

clean sharp sand at site including

spreading rubble & coarse sand

materials in 25 cm layer including

14 90.00 filling in the gaps in rubble, and CM 1155.90

levelling etc. complete as directed(80%

rubble & 20% coarse sand) including

consolidation, watering etc. complete.

Providing and fixing in position Err:508

( different diameter ) NP2 R.C.C. pipe

with collar including filling and

caulking the joints with cement mortar

15 30.00 1:1 proportion, finishing to design Rmt 1020.20

grade and level curing etc. complete for

all leads and lifts.(a)NP-2 class

Carrying out "Structure Plate load Err:508

Test" as per GERI -Vadodara's SOR for

16 2.00 the Year 2025-26 (SOR available on Kg. 43912.00

Providing temporary all weather and Err:508

fair weather diversion suitable for

traffic during the construction period

of the structure including providing

17 66.00 necessary drain diversion and all safty Rmt 7720.00

measures including red lamps/ signals

at night for traffic etc. comp.

Total Rs…(Without GST)

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. KM= Kilo metre, Kg= Kilo gram MT -

Metric Tonne Rmt = Running metre, CM= Cubic metre, SM= Square 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

Deputy Executive Engineer Divisional Account Officer

Sojitra Irrigation Sub Division Petlad Irrigation Division

Executive Engineer

Petlad Irrigation Division

Percentage Calculation Percentage Calculation

Name of work :- CONSTRUCTING NEW CANAL SYPHON IN PLACE OF EXISTING PIPE SYPHON @ CH.1415M. PIJ MINOR (NADIAD PETLAD HIGHWAY)

Quantity Item Rate Unit Total amount Labour Rs. Total Labour Cement Total Cement Steel per Total Steel Bitumen Total PoL Per Total PoL Machinery Total Other Total Other TOTAL Total Item Cost Total %

Quantity Item Rate Unit Total amount Labour Rs. Total Labour Cement Total Cement Steel per Total Steel Bitumen Total PoL Per Total PoL Machinery Total Other Total Other TOTAL Total Item Cost Total %

Sr. Estimated but according to Per Unit Cost Per Unit Cost Unit Cost Per Unit Bitumen Unit cost Per Unit Machinery Comodity Comodity Cost cost per

No. may be more estimated Rs. Cost Cost Per Unit Unit

Dismanting the existing R.C.C Pipes

including sorting out and stacking of

the useful materials of the following

diameters including refilling the

class 1200 mm dia. Pipe.

Dismantling the existing brick

masonary including sorting out and

stacking the usefull material and

the damages etc complete as directed In

Dismantling the RCC work and

disposing off the stuff including

stacking of the usefull materials etc

Reinforcement (Main Bar upto 16mm

Dismantling the existing foundation

concrete including sorting out the

dismentalled stuff and stacking the

useful material, removing the debries

and making good the damages etc.

complete as and where directed.

Cement Concrete

Dismantling the C.C lining including

diposing off the dismantalled materials

Percentage Calculation Percentage Calculation

Name of work :- CONSTRUCTING NEW CANAL SYPHON IN PLACE OF EXISTING PIPE SYPHON @ CH.1415M. PIJ MINOR (NADIAD PETLAD HIGHWAY)

Quantity Item Rate Unit Total amount Labour Rs. Total Labour Cement Total Cement Steel per Total Steel Bitumen Total PoL Per Total PoL Machinery Total Other Total Other TOTAL Total Item Cost Total %

Quantity Item Rate Unit Total amount Labour Rs. Total Labour Cement Total Cement Steel per Total Steel Bitumen Total PoL Per Total PoL Machinery Total Other Total Other TOTAL Total Item Cost Total %

Sr. Estimated but according to Per Unit Cost Per Unit Cost Unit Cost Per Unit Bitumen Unit cost Per Unit Machinery Comodity Comodity Cost cost per

No. may be more estimated Rs. Cost Cost Per Unit Unit

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 500m and all lift

(BY MACHINERY)-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

(A)For Footing of Column / Abutment /

Pier / Bottom Slab of Barrel / Plinth

C. M-15 and MSA-20 mm

(C)For Footing of Column / Abutment /

Pier / Bottom Slab of Barrel / Plinth

(e) Concrete Grade M-25 and MSA-

(E) For Column / Beam / Solid Slab of

Road Bridge / Barrel / Cutoff wall etc..

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

reinforcement. (A) For Foundation

concrete / General purpose(F)For Lean

Concrete Below Barrel/Well Concrete

Grade M-10 and MSA-40 mm

Providing & Placing in position

reinforcement bars including cutting,

bending, welding joints where

drawing for all lead and lifts. (B) TMT /

Back filling the foundation trenches

around the structures etc with selected

ramming, compacting etc. complete. (By

Percentage Calculation Percentage Calculation

Name of work :- CONSTRUCTING NEW CANAL SYPHON IN PLACE OF EXISTING PIPE SYPHON @ CH.1415M. PIJ MINOR (NADIAD PETLAD HIGHWAY)

Quantity Item Rate Unit Total amount Labour Rs. Total Labour Cement Total Cement Steel per Total Steel Bitumen Total PoL Per Total PoL Machinery Total Other Total Other TOTAL Total Item Cost Total %

Quantity Item Rate Unit Total amount Labour Rs. Total Labour Cement Total Cement Steel per Total Steel Bitumen Total PoL Per Total PoL Machinery Total Other Total Other TOTAL Total Item Cost Total %

Sr. Estimated but according to Per Unit Cost Per Unit Cost Unit Cost Per Unit Bitumen Unit cost Per Unit Machinery Comodity Comodity Cost cost per

No. may be more estimated Rs. Cost Cost Per Unit Unit

Providing and Fixing in Position PVC

Heacy Duty Water Stops in barrels,

troughs and wing walls with 25mm

wide expansion joint as shown in

drawing including filling the joints with

approved quality (Asphalt Pad or

Bitumen Cork Board Will Be Paid

Separately) (A) 225 mm WIDE PVC

Providing and Filling the polysulphide

joint sealent of the approved make in

the CC Lining including clearing the

joints with air water jet

Providing rubble and sand layer

including supplying of rubble & coarse

clean sharp sand at site including

spreading rubble & coarse sand

materials in 25 cm layer including

levelling etc. complete as directed(80%

rubble & 20% coarse sand) including

consolidation, watering etc. complete.

Providing and fixing in position

( different diameter ) NP2 R.C.C. pipe

with collar including filling and

caulking the joints with cement mortar

and level curing etc. complete for all

leads and lifts.(a)NP-2 class 450 mm dia

Carrying out "Structure Plate load Test"

as per GERI -Vadodara's SOR for the

Providing temporary all weather and fair

weather diversion suitable for traffic

during the construction period of the

structure including providing necessary

drain diversion and all safty measures

including red lamps/ signals at night

for traffic etc. comp.

Signature of Contractor Deputy Executive Engineer Executive Engineer

Sojitra Irrigation sub Division Petlad Irrigation Division