Deepening of Catchment area of Chorkhadi checkdam under juridiction of Petlad irrigation sub division.(Phase-2)

Name of work :- Deepening of Catchment area of Chorkhadi checkdam under juridiction of

Petlad irrigation sub division.(Phase-2)

Estimated Rate without Total Amount

Estimated Rate without Total Amount

Sr.No TOTAL Item Unit

GST Without GST Rs.

In figures In World

Deepening of tank in all type of soil with Rs. Forty

yellow, sandy, gravelly soil including wet Eight Only

and slushy condition of soil including soft

murrum & hard murrum by machinery

1 328192.00 including conveying and spreading CM 48.00

excavated stuff as & where directed with

lead up to 1.00 Km

Earth work in embankment using Rs. One

selected soil, soft & hard murrum Hundred

excavated from approved borrow area / Thirty Nine

village tanks etc. Including conveying, & Twenty

spreading in uniform layers, breaking Paise Only

clods and dressing to the designed canal

2 4813.00 section etc. with lead upto 500m and all CM 139.20

lifts (for canals having capacity up to

Cusec) ( By Machinery )Add. lead of upto

Compaction for making embankment for Rs. Twenty

canal by laying in regular layers of 15 cm Seven &

in thickness including breaking clods to Seventy

25 mm size incl. light rolling by suitable Paise Only

rollers with slight watering to facilitate

rolling and dressing the side slopes etc.

Total Rs…(Without GST)

Rs. One Crore Sixty Five Lac Fifty Six Thousand Five Hundred Five & Seventy 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 - IF Local Farmers wants to Carry Disilted Earthern clay/silt in their Farms on their own transportation

cost. Payment will be made for excavation only for item.i.e. 18.07 Rs./CM

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

Percentage Calculation

Name of work :- Deepening of Catchment area of Chorkhadi checkdam under juridiction of Petlad irrigation sub division.(Phase-2)

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

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

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

No. may be more Rs. Unit Per Unit Cost

Deepening of tank in all type of soil with

yellow, sandy, gravelly soil including wet

and slushy condition of soil including soft

murrum & hard murrum by machinery

excavated stuff as & where directed with

lead up to 1.00 Km

Earth work in embankment using selected

soil, soft & hard murrum excavated from

approved borrow area / village tanks etc.

Including conveying, spreading in uniform

layers, breaking clods and dressing to the

500m and all lifts (for canals having

capacity up to 300 Cusec) ( By Machinery

)Add. lead of upto 2.5 Km

Compaction for making embankment for

canal by laying in regular layers of 15 cm

in thickness including breaking clods to

25 mm size incl. light rolling by suitable

rollers with slight watering to facilitate

rolling and dressing the side slopes etc.

PL= 16.155% P B= 0.000% PO= 0.000% Deputy Executive Engineer Executive Engineer

PC= 0.000% PF= 42.763% Petlad Irrigation sub Division Petlad Irrigation Division

P S= 0.000% PP= 41.082% Petlad Petlad