Package No-29

Name of work: (1) construction of Community Well at village Dabkhal-1 , Ta-Kaprada, Dist-valsad

(2) construction of Community Well at village Kaprada(Dinbari F.) , Ta-Kaprada, Dist-valsad

(3) construction of Community Well at village Dabhadi , Ta-Kaparada, Dist-valsad

(4) construction of Community Well at village Dabkhal-2 Ta-Kaparada, 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

121.60 m (a) In all soils of soils incl Soft Murrum 140.80 Forty and Eighty Paisa

(Rupees Two Hundred

243.16 m (ii) In Hard murrum. 204.60 Four and Sixty Paisa

(ii) 1.5 Meter to 3.00 Meter depth

(Rupees Three Hundred

356.48 m (a) In Soft Rock 314.60 Fourteen and Sixty

(iii) 3.00 Meter to 4.50 Meter depth

340.28 m (iv) In hard rock with blasting & chiselling 760.10 Hundred Sixty and Ten

3 (Rupees Thirty Five and

226.88 m (b) Extra for dewatering in all strata. 35.20

Twenty Paisa Only)

(iv) 4.50 Meter to 6.00 Meter depth

3 Hundred Seventy Seven

332.32 m (a) In hard Rock with Blasting And chiselling 777.70

and Seventy Paisa

3 (Rupees Forty Seven

332.32 m (b) extra for Dewatering in all Strata 47.30

and Thirty Paisa Only)

(v) 6.00 Meter to 7.50 Meter depth

186.88 m (a) In hard Rock with Blasting And chiselling 798.60 Hundred Ninety Eight

and Sixty Paisa Only)

186.88 m (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

142.48 m (a) In hard Rock with Blasting And chiselling 822.80 Twenty Two and Eighty

(Rupees Eighty Four

142.48 m (b) extra for Dewatering in all Strata 84.70 and Seventy Paisa

(vii) 9.00 Meter to 10.50 Meter depth

(Rupees Eight Hundred

137.36 m (a) In hard Rock with Blasting And chiselling 856.90 Fifty Six and Ninety

(Rupees One Hundred

137.36 m (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

132.32 m (a) In hard Rock with Blasting And chiselling 893.20 Ninety Three and

Twenty Paisa Only)

(Rupees One Hundred

132.32 m (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

127.36 m (a) In hard Rock with Blasting And chiselling 928.40 Twenty Eight and Forty

(Rupees One Hundred

127.36 m (b) extra for Dewatering in all Strata 152.90 Fifty Two and Ninety

(x) 13.50 Meter to 15.00Meter depth

(Rupees Nine Hundred

117.76 m (a) In hard Rock with Blasting And chiselling 965.80 Sixty Five and Eighty

(Rupees Two Hundred

117.76 m (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

156.80 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

19.12 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

41.32 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

76.00 Rmt 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 of

(Rupees Seventy Three

work with railway freight loading, unloading carting

0.136 MT etc. complete. Such as joints chenals angles iron 73361.00

Hundred Sixty One

etc .Medium weight channels (ISMC series) 75 x 40 Only)

Item No. 7 : Back filling the foundation trenches a

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

stuff including watering, ramming, compacting etc. Fifty Paisa Only)

complete.(By machinery)

Item No. 8 : Providing ISI 2.5 " Sprinkler Pipe (Rupees Six Hundred

including loading unloading transportation etc comp Fifty Only)

Item No. 9 : Providing and fixing marble plate of 2 (Rupees Two Hundred

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

letters as directed. Only)

Item No. 10 : Providing and fixing Solar Panel with

3HP submersible motor including solar and grid

(Rupees Three Lakh

4.00 Job controller and all acessories and fiting including all 300000.00

labour carting loading unloadig etc comp For

HP sub mersible motor with all acessories

Item No. 11 : Providing & fixing in position sign

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

angle 40mmx40mmx6mm with 3mm thick iron plate

4.00 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 One Thousand

Item No. 12 : Hiring JCB-4CX for Approach Road &

24.00 No. 1348.00 Three Hundred Forty

other allied misc. activites for Well Construction

(Rupees Forty One Lakh Forty Thousand Six Hundred Twenty Two and Four 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.

GM\Wv! AW]\ H SFD AF\WSFD lJEFUGL 5]l:TSF VG[ l0lJhGGL ALÒ BF; lJUT D]HA VYJF ;}RGF 5|DF6[ SZL VF5JFG]\ ZC[X[P

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.

GM\WvZ VG];}lRDF\ AWF BFGFGL lJUTM ;CLYL EZJL VG[ K[<,F BFGFGL GM\WMGM ;ZJF/M SZL S\8=FS8Z[ 5MTFGL ;CL SZJLP

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.

GM\Wv# 8F\S[,F NZDF\4 :Y/GL sSFDGF VFZ\E[ VG[ 5]~ YFI T[ JBT[f NZ[S ZLT[ ;FO;}OL SZJFGM ;DFJ[X YFI K[4 VG[ T[ NZ TDFD 5lZl:YlT4 :Y/4 E[H4 CJFDFG JU[Z[ C[9/ SFD

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

GM\Wv$ H~Z H6FI JWFZFGF SFU/M HM0L RF,]\ ZFBJ]\P

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

Package No :-29

Name of work : (1) construction of Community Well at village Dabkhal-1 , Ta-Kaprada, Dist-valsad

(2) construction of Community Well at village Kaprada(Dinbari F.) , Ta-Kaprada, Dist-valsad

(3) construction of Community Well at village Dabhadi , Ta-Kaparada, Dist-valsad

(4) construction of Community Well at village Dabkhal-2 Ta-Kaparada, Dist-valsad

CEMENT & STEEL CONSUMPTION

Sr. No. Item Cement Required

in CM consumption

1 Item No. 2 :Providingand laying Plain / Reinforced

cement concrete of cement, sand and metal (20mm to

25mm size) in following proportion laid in situ including

centering, shuttering, temping,smooth finishing,

curingetc. complete as directed for all leads and lifts

(Manually With Conventional Mixer (V)1:1.5:3

2 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 situ

19.12 4.40 Bags / CM

including centering , shuttering ,temping , smooth

finishing , curing etc. completes directed for alllead

sand lifts (Manually With Conventional Mixer)(iii)1:3:6

Deputy Executive Engineer

Tribal Area Sub Division,