Constructing water harvesting structure near Chandramauleshwar Mahadev temple of village: Parnera-Pardi, Ta.Dist.Valsad (Second Trail)

Name of work: Constructing water harvesting structure near Chandramauleshwar Mahadev temple of

village: Parnera-Pardi, Ta.Dist.Valsad

Memorandum Schowing the item of work to be carried out

Qty. Unit Description of Item In figures Amount

Sub Estimate - I ( WELL)

item no-1 Excavation for well including Removing

and spreading the excavted stuff as directed with

lead upto 90 Mt.

i) 0 to 1.50 mt.Depth

and Forty Paise

(a) In all sorts of soil incl.soft murrum. 140.80 Eighty Only

ii) 1.50 mt to 3.00 mt Depth

115.41 M3 and Fifty Five

(a) In all sorts of soil incl.soft murrum. 155.10 Paise Ten Only

iii) 3.00 mt to 4.50 mt Depth

110.79 M3 and Seventy

(a) In all sorts of soil incl.soft murrum. 170.50 Paise Fifty Only

iv) 4.50 mt to 6.00 mt Depth

and Eighty Nine

(a) In all sorts of soil incl.soft murrum. 189.20 Only

35.42 M3 and Fifty Three

(b) In Hard murrum 253.00 Only

(b) Extra for dewatering in all strata.

v) 6.00 mt to 7.50 mt depth.

Sixty Nine Paise

(a) In Soft rock 369.60 Sixty Only

And Ninety Eight

(a) In hard rock with blasting & chiselling 798.60 Paise Sixty Only

85.07 M3 (b) Extra for dewatering in all strata. 66.00 Sixty Six Only

vi) 7.50 mt to 9.00 mt depth

(a) In Soft rock 822.80 Only

And Ninety Eight

(a) In hard rock with blasting & chiselling 798.60 Paise Sixty Only

(b) Extra for dewatering in all strata.

vii) 9.00 mt to 10.50 mt depth

(a) In hard rock with blasting & chiselling 856.90 Only

46.73 M3 And Five Paise

(b) Extra for dewatering in all strata. 105.60 Sixty Only

viii) 10.50 mt to 12.00 mt depth

(a) In hard rock with blasting & chiselling 893.20 Only

46.73 M3 Twenty Two

(b) Extra for dewatering in all strata. 122.10 Paise Ten Only

ix) 12.00 mt to 13.50 mt depth

(a)In hard rock with blasting & chiselling 928.40 Forty Only

46.73 M3 Fifty Two Paise

(b) Extra for dewatering in all strata. 152.90 Ninety Only

x) 13.50 mt to 15.00 mt depth

(a)In hard rock with blasting & chiselling 965.80 Only

15.58 M3 and Four Paise

(b) Extra for dewatering in all strata. 204.60 Sixty Only

item no-2 Providing and laying in position RCC as

under proportion using cement sand and crushed

aggregate (25 mm and under) for plinth course,

lintels, slabs, beams, columns, chajja, lofts,

barrels, etc. including cost of frame work providing

and shuttering temping smooth finishing,curring as

directed with all leads and lifts etc.complete. Six Thousand

R.C.C.1:1.5:3 Four Hundered

and Fifty Three

item no-3 Providing and laying Plain / Rein forced

cement concrete of cement , sand and metal (20 Four Thousand

5.32 M3 mm to 25 mm size ) in following proportion laid in One Hundered

situ including centering , and Ten Paise

1:3:6 4110.50 Fifty Only

item no-4 Supplying cutting, bending, binding

and placing in position steel bars as per plan & Eighty Thousand

design as per ISS 2502 incl. Cost of steel and Five Hundered

1.55 MT binding wire for reservoirs/ structures only

80528.80 Eighty Only

item no-5 Providing Supplying and fixing at site of

work with railway freight loading, unloading carting

etc. complete. Such as joints chenals angles iron Seventy Three

0.04 MT etc .Medium weight channels (ISMC series) 75 x

40 mm. @ 6.8 kg / m. Hundered And

73361.00 Sixty One Only

item no-6 Filling with available excavated

earth(Excluding rock) in trenches plinth sides of

214.78 M3 foundation etc. in layers not exeeding 20 cm in

depth consolidating earth deposited layers by Ninety Paise

raming and watering 90.39 Thirty Nine Only

item no-7 Providing and fixing in position 110 Two Hundered

mm. dia PVC Pipe weep holes in abutment wing And Sixty Three

69.30 1 nos wall , and laying training etc. complete.

(SOR 2023-24, Page no.32, It.no.66 ) 263.70 Only

item no-8 Providing and fixing marble plate of 2 Two Hundered

cm thickness including engraving and filling paint

13.50100 Sq.Cm And Fifty Paise

for letters as directed. 250.60 Sixty Only

item no-9 Providing & fixing in position sign board

of standard size of 0.60mx0.45m with M.S angle

40mmx40mmx6mm with 3mm thick iron plate

1.00 No including fixing in 1:5:10 prop. Concrete block size

40cmx40cmx75 cm including painting existing data Three Thousand

on the board etc. complete as directed. Eleven Paise

3011.30 Thirty Only

Sub Estimate - II (WATER HARVESTING)

item no-01 Dewatering of foundation trenches Ten Thousand

from any depth (Lump Sump) Six Hundered

item no-2 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 eighty-one

uniform layers in banks or as directed etc. point five

complete for lead up to 1.0 Km and all lifts.

(By machinery) (a) Above water table.

item no-3 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 eighty-six point

uniform layers in banks or as directed etc. one

complete for lead up to 1.0 Km and all lifts.

(By machinery) (b) Below water table.

item no-4 Earthwork in embankment using

soil, soft & hard murrum excavated from

approved borrow area/village tanks eighty-four

etc.including breaking clods, dressing to the point two

design section with lead up to 500 meter and

all lifts.(By JCB-4CX machinary)

item no-5 Compaction of selected soil/hard

murrum/soft murrum in even thickness of

sixty-nine point

273.00 CM to 20 cms including watering temping with 69.91

suitable hand rammer etc. complete as directed.

item no-6 Providing and laying

Plain/Reinforced cement concrete of cement,

sand and metal (above 12mm & up to 20mm

size) in following proportion laid in situ four thousand

210.65 CM including centering, shuttering, temping, 4891.30

smooth finishing, curing etc. complete as ninety-one

directed for all leads and lifts (Manually With point three

Conventional Mixer) (iv)1:2:4

item no-7 Providing and laying dry rubble

pitching of various thickness to required grade

including trimming of earth work , hand

648.00 m2 455.50 fifty-five point

packing the interstices with spauls, filling

earth in interstices panneling complete for all

leads and lifts.

item no-8 Providing cement pointing in

cement mortar of proportion 1:2 to exposed

face of rock toe rubble pitching after racking

648.00 m2 141.50 fourty one

out joints 20 mm deep including smooth

finishing,curing etc.complete for all leads and

Sub Total (Well) + (Water Harvesting Structure) =

twenty Four Lakh, Seventy Four thousand, One hundred forty 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