Improvement to tank at village Untadi, Ta.Valsad,Dist.Valsad (Third Trial)

Name of work: Improvement to tank at village Untadi, Ta.Valsad, Dist.Valsad

Memorandum Schowing the item of work to be carried out

Qty. Unit Description of Item In figures Amount

Dewatering of foundation trenches from any six thousand

1.00 Job depth (Lump Sump) 6960.00 nine hundred

Excavation for foundation in all sorts of soil

including yellow, sandy, gravelly soil, soft &

hard murrum, etc. dry condition including

depositing the excavated stuff in uniform eighty-one

164.70 CM layers in banks or as directed etc. complete for 81.50

lead up to 1.0 Km and all lifts. (By machinery)

(a) Above water table.

Excavation for foundation in all sorts of soil

including yellow, sandy, gravelly soil, soft &

hard murrum, etc. dry condition including

depositing the excavated stuff in uniform eighty-six point

37.80 CM layers in banks or as directed etc. complete for 86.10

lead up to 1.0 Km and all lifts. (By machinery)

(b) Below water table.

Earthwork in embankment using soil, soft &

hard murrum excavated from approved borrow

area/village tanks etc.including breaking clods, eighty-four

dressing to the design section with lead up to point two

500 meter and all lifts.(By JCB-4CX

Compaction of selected soil/hard murrum/soft

murrum in even thickness of 15 to 20 cms

sixty-nine point

105.00 CM including watering temping with suitable hand 69.91

rammer etc. complete as directed.

Providing and laying Plain/Reinforced cement

concrete of cement, sand and metal (above

12mm & up to 20mm size) in following four thousand

proportion laid in situ including centering, eight hundred

282.28 CM shuttering, temping, smooth finishing, curing 4891.30

etc. complete as directed for all leads and lifts point three

(Manually With Conventional Mixer) (iv)1:2:4

Providing and fixing in position 110 mm. dia two hundred

126.00 M PVC Pipe weep holes in abutments, wing wall, 263.70 sixty-three

and laying training etc. complete point seven

Back filing the foundation trenches around the

structures etc. with selected excavated stuff nineteen point

including watering, ramming, compacting etc. five

complete. (By machinary)

Providing and laying dry rubble pitching of

various thickness to required grade including

trimming of earth work , hand packing the Four hundred

interstices with spauls, filling earth in

455.50 fifty-five point

interstices panneling complete for all leads and five

Providing cement pointing in cement mortar of

proportion 1:2 to exposed face of rock toe one hundred

331.00 m2 rubble pitching after racking out joints 20 mm 141.50 fourty one

deep including smooth finishing,curing point five

etc.complete for all leads and lifts.

(Rupees Sixteen Lakh Fifty Two Thousand Seven Hundred Twenty One and Thirty Six Paisa Only)

I/We am/are Willing to carry out the work at……………………………...…………………% above/below Percent(should be written

in figures and words) of the estimated rates mentioned above.Amount of my/our tender works out as under.

Estimated amount Put ter Rs.

Rs. Add…….% above Rs.

Net Rs. Net Rs.

In words…………………….. In words……………………..

*(Please strike out whichever is not applicable)

Note 1 All works shall be carried out as per Public Works Department Handbook and other specifications of Division or as directed.

Note-2 All the columns is Schedule should be filled in ink and the total of the entries in the last column should be struck by the

contractor under his signature.

Note-3 Rates quotes include clearance 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 To be continued on additional sheets, if found necessary.

Note-5 All the Rates are included 1 % Labour Cess & shall be deducted from contractor all bills.

Deputy Executive Engineer, Executive Engineer,

Cons.Khar.Panchayat Irri.Sub Dn. Panchayat Irrigation Division,

Signature of contractor