Improvement of tank at village at Village Bhagdavada,Ta.Valsad, Dist.Valsad (Third Trial)

Name of work: Improvement of tank at village at Village Bhagdavada, 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 four thousand

1.00 Job depth (Lump Sump) 4980.00 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

229.20 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

69.00 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

258.75 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

452.73 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

Supplying and laying mechanically woven

double twisated Hexagonal Zn+ PVC coated

box wire mesh reno mattress Size 3m x 2m x

0.30m filled with 10 to 15 kg. trap rubble stone

(approximate 2.70) tone with mesh size 6x8 five thousand

109.00 No. cm including packing, interlocking of stones & 5755.00 seven hundred

fusing top of gabion & tying to each other & fifty-five

laying to the required line, level slope with all

leads & lifts as directed etc. comp.

(Considering lead of 45 km for rubble

Providing and fixing in position 110 mm. dia two hundred

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

and laying training etc. complete point seven

(Rupees Twenty Nine Lakh Thirty Seven Thousand Seven Hundred Ninety and Eighty 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