Providing consultancy services for Protection Works at Village Tilakwada Ta. Nadod,Dist.Narmada

BILL OF QUANTITIES

(A) Percentage Rate Tender (Up to INR 50 Cr. )

Name of Work: - Providing consultancy services for Protection Works at Village Tilakwada

Ta: Nadod ,Dis: Narmda

Item Description of Item (with brief Quantit Unit Rate In Amount

No specification and reference to book of y figures

specifications)

Jungle clearance (Ganda Baval etc) of

Light/heavy dence (work done by manually

or by machinery ) including grabbing of &

removing the roots & girth completely from

the ground & back fill with earth & making

1 surface good as directed including depositing 25000 Sq.mt 3.80

& removing the material away from the site

of work at own risk and cost as and where

directed etc completed for following.

(a) Light density

urvey by using own DGPS instument for the

topographical and contour survey work in

30x30 mt grid with 0.5mt contour interval,

2 locating all existing features with preparation Hector 1646

and submission of survey drawing in AO size

sheet in one Hard & soft copy etc complete.

Providing & fixing Guard stone of Precast C.C.

M-15 I.R.C. standard & design 75X20X20 Cm.

including white washing etc complete.

(a) In Earth (For Benchmark/Centerline Nos 54

Stone and also Chainage & R.L. Should be

marked on the top of the stone.)

Carrying out Geological investigation at

proposed location with Core drilling in Rock

Strata and collecting Rock core using Core

barrel using Nx size diamond bit and

Transportation of sample to Laboratory,

4 inclusive of counducting relevant laboratory 84 RMT 5272

test at every Rmt of driling like 1)unconfined

compression strength, 2)Dry density, 3)

specific gravity, 4) watre absorbtion,

5)porosity as per IS specification

Carrying out Geological investigation at

proposed location with drilling in soil strata

and collecting disturb and undisturb sample

from various depth using Standard

Penetration Test(SPT) and Transportation of

sample to Laboratory, inclusive of

counducting relevant laboratory test at every

Rmt of driling like1) moisture contain,

2)specific gravity, 3)Dry density, 4)partical

size analysis, 5)atterberg limit, 6)free swell

index, 7)consolidation properties, 8)direct

shear, 9)unconfined compression strength.

as per IS specification.

hydrographic survey work for preparing cross

sections and L-sections using motorized boat

and Eco-Sounding equipment. The levels for

L-section shall be taken at an interval of

variable interval within River gorge portion.

The cross sections are required to be taken at

Variable interval within river gorge portion.

The levels for cross sections shall be recorded

at every 5.0 mt. cross distance within the

river. The cross sections shall be extended up

6 Section 22000

to top of natural river bank. In case of shallow

water depth, the levels shall be taken by

conventional method using DGPS. The

drawings of cross Sections shall be prepared

by joining the data of entire survey work. The

rate includes submission of drawings in 3-

sets along with 3 - soft copies on CD and

Submitting the quantity of required material

to achieve design Section.