Constructing W.B.M. Road on Borsad Branch Canal (IP Side) bet.Ch.1505 to 2380 mt.under the jurisdiction of Borsad Irrigation Sub Division,Borsad

(Withbrief Specification and Rate In

Item No. Quantity Unit Amount

Reference to book of Figures

Specifications)

Clearing the canal Banks outer and

inner Slopes by Jungle Cutting

,removing Vegetation,

1 Ghabajaria,Trees,etc. along with 2625.00 Sqmt 10.30

burning it's and carrying away as

and where required and as directed

etc. completed by machineries.

Box cutting the road surface to

proper slope and camber for

making a base of road work

2 including removing the excavated

stuff upto and disposing on the road

side as directed 50 mt. in lead.

Providing and laying granular sub-

base Grade-I C.B.R.not less than

30% by providing close graded

materials,consisting of B.T. crushed

stone aggregates 53 mm to

@ 20%, 2.36 mm to below @ 30%

coarse sand combination and stone

3 dust/grit spreading in uniform layers 394.00 Cum 1180.40

with motor grader on prepared

surface, mixing by mix in place

method with rotovator at O.M.C. to

required dry density including filling

the depressions which occred

during the process using vibratory

roller 8-T to 10-T complete

Providing, laying, spreading and

compacting stone aggregates of

to 63 mm sizes for water bound

macadam (W.B.M)

specificationincludingspreading in

uniform thickness, hand packing,

rolling with smooth wheel roller 80-

100 kN in stages to proper grade

4 and camber, applying and 788.00 Cum 2215.71

brooming, stone screening/binding

materials to fill-up the interstices

ofcoarse aggregate, watering and

compacting to the required density

grading as per Technical

Specification.By Machinary Means.

(Grading As per IRC-019-2005)

Description of Item

(Withbrief Specification and Rate In

Item No. Quantity Unit Amount

Reference to book of Figures

Specifications)

Type - A, "W" : Metal Beam Crash

Barrier (Providing and erecting a

"W" metal beam crash barrier

comprising of 3 mm thick

corrugated sheet metal beam rail,

70 cm above road/ground level,

fixed on ISMC series channel

vertical post, 150 x 75 x 5 mm

spaced 2 m centre to centre, 1.8 m

5 high, 1.1 m below ground/road 20.00 Meter 3354.21

level, all steel parts and fitments to

be galvanised by hot dip process,

all fittings to conform to IS:1367 and

IS:1364, metal beam rail to be fixed

on the vertical post with a spacer of

channel section 150 x 75 x 5 mm,

330 mm long complete as per

clause 811)

Total Amount

Total Amount

2434501.40 Rs. Twenty Four Lac Thirty Four Thousand FiveHundred and one & Fourty Paise Only

I/We am /are willing to carryout the work at % Above/ below percent

(should be written in figures and words) of the tendered rates mentioned above.

Tendered Amount.

Deduct/Add % below/Above Rs..

a. All work shall be carried out as per Public Works Department Hand book and other

specification of Division or as directed.

b. Al the columns in Schedule should be filled in ink and the toal of the entries in the

last coloumn should be struck by the contractor under signautre.

c. Rates quoted include clearance of site (prior commencement of work and at its close)

in all respects and hold good for work under all conditions site, moistrure weather etc.

d To be continued on additional sheets, if found necessary additional sheet attached.

e. According to the avilability of equipment for which contractor shall arrange to supply

the samples at hiscost to the respective laboratory. However, the contractor shall

provide the conveyance for transporting materials/samples. The department will pay

the testing charges for the tests as per requirement and 1 % of the estimated amount

i.e. Rs. Shall be recovered from the contractor from R.A.Bill.

Deputy Executive Engineer

Borsad Irrigation Sub Division