Constructing a flood protection works on L/S Bank of Netrang Koli Bharthana Main Drain at Village Navagam of Ta. Kamrej Dist. Surat.

Item With Brief Specification ansd In figure

Quantities Unit Amount

No. Refferance to book of Rs. Ps. In words

Specification

Clearing the canal land width including

removing the shrub, bushes, cactus,

weeds other vegetation including

cutting down trees upot 0.50cm girth Rupees

1 and depositing the removed materials 700.00 m2 14.60 Fourteen And

outside the canal land width up to Paise Sixty Only

lead of 50 meter as directed etc.

complete.(Without water pool)

Exacavation for Foundation in all sorts

of Soil including Yellow,Sandy,Gravelly

Soil,Soft & Hard murrum,etc.Dry

Condition including Depositing the Rupees Eighty

2 Excated Stuff in iniform Layers in 280.00 m³ 81.50 One And Paise

Banks or as Directed etc.complete for Fifty Only

lead up to 1.0 km and all lifts.(By

Machinery)(a) Above Water Table

Earth work in embankment using

excavated from approved borrow area Hundred

3 / village tanks etc. incl. breaking clods, 1524.00 m³ 177.60 Seventy Seven

dressing to the design section with And Paise Sixty

lead up to 10 km. and all lifts Only

Compaction of earthwork in

embankment in layers 15 to 20 cms at

requisite moisture content to required

dry density not less then 85 % of Rupees Twelve

4 corresponding procter maximum dry 1636.00 m³ 12.40 And Paise Forty

dencity including watering, rolling Only

with suitable type of roller etc. comp.(

Providing inverted filter of 20 cm.

Sand layer over Natural Bank soil Rupees One

including laying to correct slopes after Hundred Eighty

neccesary trimming of earth work etc. Two And Paise

comp. Sixty Three Only

Description of Items. Estimated Rates

Item With Brief Specification ansd In figure

Quantities Unit Amount

No. Refferance to book of Rs. Ps. In words

Specification

Providing and Laying Geo Fabric Filter

(GWF-40-200 category) over the

excavated Surface as per Specification

Rupees Ninty

6 including Stiching With overlap to 420.00 m2 96.00

design profile as directed in tidal

range etc.complete.

Supplying & Laying mechanically

woven double twisted hexagonal

Zn + PVC coated box wire mesh

gabion size 2.0 x 1.0 x 1.0 mt. filed

with 15 to 40 kg trap rubble stone

(approximate up 1.65 tone) with mesh Rupees Five

size 10 x 12 cm including packing, Thousand One

interlocking of stones and fushing

Hundred Thirty

the top of gabions and tying to each Nine Only

other & laying to required line,

level slope with all leads and lifts

as directed etc. complete.

Total Rs.

Rupees Twenty Six Lakh Seventy Six Thousand One Hundred and Paise Ninty Four 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 to tender Rs. 2676100.94 * Estimated amount Put to tender Rs.

Deduct…….% below Rs. Add…….% above Rs.

Net Rs. Total 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-૪. 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.

PB Deputy Executive Engineer Divisional Accountant Executive Engineer

Drainage Sub Division Drainage Division No.2 Drainage Division No.2

Bardoli Surat Surat

Description of Items. Estimated Rates

Item With Brief Specification ansd In figure

Quantities Unit Amount

No. Refferance to book of Rs. Ps. In words

Specification

Signature of Contractor