Package No-8

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

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

(3) construction of Community Well at village Sarvartati , Ta-Kaprada, Dist-valsad

(4) construction of Community Well at village Moti Palsan, Ta-Kaprada, Dist-valsad

(5) construction of Community Well at village Girnara-2 , 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

152.00 m3 (a) In all soils of soils incl Soft Murrum 140.80 Forty and Eighty Paisa

(Rupees Two Hundred

303.95 m3 (ii) In Hard murrum. 204.60 Four and Sixty Paisa

(ii) 1.5 Meter to 3.00 Meter depth

(Rupees Three Hundred

445.60 m3 (a) In Soft Rock 314.60 Fourteen and Sixty

(iii) 3.00 Meter to 4.50 Meter depth

435.45 m3 (iv) In hard rock with blasting & chiselling 760.10 Hundred Sixty and Ten

(Rupees Thirty Five and

290.30 m3 (b) Extra for dewatering in all strata. 35.20

Twenty Paisa Only)

(iv) 4.50 Meter to 6.00 Meter depth

3 Hundred Seventy

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

Seven and Seventy

(Rupees Forty Seven

425.35 m3 (b) extra for Dewatering in all Strata 47.30

and Thirty Paisa Only)

(v) 6.00 Meter to 7.50 Meter depth

219.75 m3 (a) In hard Rock with Blasting And chiselling 798.60 Hundred Ninety Eight

and Sixty Paisa Only)

219.75 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

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

(Rupees Eighty Four

178.10 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

171.70 m3 (a) In hard Rock with Blasting And chiselling 856.90 Fifty Six and Ninety

(Rupees One Hundred

171.70 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

165.40 m3 (a) In hard Rock with Blasting And chiselling 893.20 Ninety Three and

Twenty Paisa Only)

(Rupees One Hundred

165.40 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

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

(Rupees One Hundred

159.20 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

147.20 m3 (a) In hard Rock with Blasting And chiselling 965.80 Sixty Five and Eighty

(Rupees Two Hundred

147.20 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

205.80 m3 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

3 Thousand One Hundred

18.00 m situ including centering , shuttering ,temping , 4110.50

Ten and Fifty Paisa

smooth finishing , curing etc. completes directed for 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

53.90 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

105.00 Rmt mm dia PVC Pipe weep holes in abutment wing 263.70 Sixty Three and

wall , and laying training etc complete . Seventy Paisa Only)

Item No. 6 :Providing Supplying and fixing at site of

(Rupees Seventy Three

work with railway freight loading, unloading carting

0.17 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

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

letters as directed. Only)

100 Item No. 10 : Electification -meter connection and (Rupees Five Thousand

cm2 GEB charges etcComp Only)

Item No. 11 : Providing,Supplying and fixing 3HP

submersible motor including grid controller(TP (Rupees Twenty Two

Heavy DOL SET) and HDPE pipe,CABLEand all Thousand Seven

accessories and fitting including all labour carting Hundred Seventy Five

loading unloading etc comp For 3.00 HP sub- Only)

mersible motor with all accessories.

Item No. 12 : Providing & fixing in position sign

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

angle 40mmx40mmx6mm with 3mm thick iron plate

5.00 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. 13 : Hiring JCB-4CX for Approach Road &

40.00 No. 1348.00 Three Hundred Forty

other allied misc. activites for Well Construction

(Rupees Thirty Nine Lakh Twenty Two Thousand Seven Hundred Fifty Six and Fifteen 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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cluded 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 :-08

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

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

(3) construction of Community Well at village Sarvartati , Ta-Kaprada, Dist-valsad

(4) construction of Community Well at village Moti Palsan, Ta-Kaprada, Dist-valsad

(5) construction of Community Well at village Girnara-2 , Ta-Kaprada, 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

18.00 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,