Construction of Community Well Malghar (chikadi f.) Takaprada, Dist-valsad

Name of work: Construction of Community Well Malghar (chikadi f.) Ta-kaprada, Dist-valsad

Memorandum Schowing the item of work to be carried out

Qty. Unit Description of Item In figures Amount

Item No. 1 :Excavation for well including Removing

and spreading the excavted stuff as directed with

(i) 0.00 Meter to 1.50 Meter depth

(Rupees One Hundred

30.40 M3 (i) In all sorts of soil incl.soft murrum. 140.80 Forty and Eighty Paisa

(Rupees Two Hundred

60.79 M3 (ii) In Hard murrum. 204.60 Four and Sixty Paisa

(ii) 1.5 Meter to 3.00 Meter depth

(Rupees Three Hundred

89.12 M3 (iii) soft Rock. 314.60 Fourteen and Sixty

(iii) 3.00 Meter to 4.50 Meter depth

87.09 M3 (iv) In hard rock with blasting & chiselling 760.10 Hundred Sixty and Ten

(Rupees Thirty Five and

58.06 M3 (b) Extra for dewatering in all strata. 35.20

Twenty Paisa Only)

(iv) 4.50 Meter to 6.00 Meter depth

Hundred Seventy Seven

85.07 M3 (iv) In hard rock with blasting & chiselling 777.70

and Seventy Paisa

(Rupees Forty Seven

85.07 M3 (b) Extra for dewatering in all strata. 47.30

and Thirty Paisa Only)

(v) 6.00 Meter to 7.50 Meter depth

43.95 M3 (iv) In hard rock with blasting & chiselling 798.60 Hundred Ninety Eight

and Sixty Paisa Only)

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

(vi) 7.50 Meter to 9.00 Meter depth

(Rupees Eight Hundred

35.62 M3 (iv) In hard rock with blasting & chiselling 822.80 Twenty Two and Eighty

(Rupees Eighty Four

35.62 M3 (b) Extra for dewatering in all strata. 84.70 and Seventy Paisa

(vii) 9.00 Meter to 10.50 Meter depth

(Rupees Eight Hundred

34.34 M3 (iv) In hard rock with blasting & chiselling 856.90 Fifty Six and Ninety

(Rupees One Hundred

34.34 M3 (b) Extra for dewatering in all strata. 105.60 Five and Sixty Paisa

(viii) 10.50 Meter to 12.00 Meter depth

(Rupees Eight Hundred

33.08 M3 (iv) In hard rock with blasting & chiselling 893.20 Ninety Three and

Twenty Paisa Only)

(Rupees One Hundred

33.08 M3 (b) Extra for dewatering in all strata. 122.10 Twenty Two and Ten

(ix) 12.00 Meter to 13.50 Meter depth

(Rupees Nine Hundred

31.84 M3 (iv) In hard rock with blasting & chiselling 928.40 Twenty Eight and Forty

(Rupees One Hundred

31.84 M3 (b) Extra for dewatering in all strata. 152.90 Fifty Two and Ninety

(x) 13.50 Meter to 15.00Meter depth

(Rupees Nine Hundred

29.44 M3 (iv) In hard rock with blasting & chiselling 965.80 Sixty Five and Eighty

(Rupees Two Hundred

29.44 M3 (b) Extra for dewatering in all strata. 204.60 Four and Sixty Paisa

Item No. 2 :Providingand laying Plain / Reinforced

cement concrete of cement, sand and metal (20mm

to 25mm size) in following proportion laid in situ (Rupees Five Thousand

41.16 m including centering, shuttering, temping,smooth 5380.00 Three Hundred Eighty

finishing, curingetc. complete as directed for all Only)

leads and lifts (Manually With Conventional Mixer

Item No. 3 :Providing and laying Plain / Rein forced

cement concrete of cement , sand and metal (20

mm to 25 mm size ) in following proportion laid in (Rupees Four Thousand

3.60 m situ including centering , shuttering ,temping , 4110.50 One Hundred Ten and

smooth finishing , curing etc. completes directed for Fifty Paisa Only)

alllead sand lifts (Manually With Conventional

Mixer)(iii)1:3:6

Item No. 4 : Providing and placing in position

reinforcement bars including cutting, bending (Rupees Seven

10.78 Qtl welding, joints where necessary,hooking 7194.00 Thousand One Hundred

etc.complete as per drawing for all lead and lifts. Ninety Four Only)

Item No. 5 :Providing and fixing in position 110 (Rupees Two Hundred

21.000 MT mm dia PVC Pipe weep holes in abutment wing 263.70 Sixty Three and Seventy

wall , and laying training etc complete . Paisa Only)

Item No. 6 : Providing Supplying and fixing at site

(Rupees Seventy Three

of work with railway freight loading, unloading

0.034 MT carting etc. complete. Such as joints chenals 73361.00

Hundred Sixty One

angles iron etc .Medium weight channels (ISMC Only)

series) 75 x 40 mm. @ 6.8 kg / m.

Item No. 7 :Back fiing the foundation trenchesa

3 round the structures etc. with selected excavated (Rupees Nineteen and

stuff includingwatering, ramming, compactingetc. Fifty Paisa Only)

complete.(By machinary)

Item No. 8 : Providing and fixing marble plate of 2 (Rupees Two Hundred

13.50 cm thickness including engraving and filling paint for 250.60 Fifty and Sixty Paisa

letters as directed. 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 Job 3011.30 Thousand Eleven and

including fixing in 1:5:10 prop. Concrete block size

Thirty Paisa Only)

40cmx40cmx75 cm including painting existing data

on the board etc. complete as directed.

(Rupees Seven Lakh Nineteen Thousand Nine Hundred Ninety Two and Fourteen 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.

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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.

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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.

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Note-4 To be continued on additional sheets, if found necessary.

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uded 1 % Labour Cess & shall be deducted from contractor all bills.

Deputy Executive Engineer, Executive Engineer,

Tribal Area Sub Division, Panchayat Irrigation Division,

Dharampur Valsad.

Signature of contractor