A.R.C. for Soil investigation for various work at various places in District Ahmedabad City, Ahmedabad (Rural) and Surendranagar District of Gujarat State.(First attempt)

Name of Work :- A.R.C. for Soil investigation for various work at various places in District Ahmedabad City, Ahmedabad

(Rural) & Surendranagar District of Gujarat State.

Sr. Description of Item Unit Estimated Rate in (Rs)

No. In Figure In words

1 Drilling 100mm dia or 150mm dia bore holes including collecting understurbed soil

sample for performing SPT test. All necessary laboratory* testing such as sieve

analysis, atterberg limits, field density and moisture content, specific gravity, triaxial

test, direct shear test, swell pressure, free swell consolidation test etc to dicide SBC

of soil at 1.50, 2.00, 2.50, 3.00 & incase of highrise building SBC of soil at every 1.0m

depth interval or at required depth including necessary mobilization of plant /

machinery and submission of report in three sets etc. Which shall generally include

field and laboratory tests procedure, sub-soil stratification, ground water table

position, interpretation of data evaluation of safe bearing capacity. Use of excavated

stuff for refilling along with clear recommendations. The number of boreholes to be

drilled is to be decided by the consultant / client as per IS provision who will be

awarded the work. UP TO 10M DEPTH.

(A) All type of soil including murrum / hard murrum Per Rmt 3003.60 RS:- Three Thousand

Three and Paise Sixty

(B) In soft rock Per Rmt 3003.60 RS:- Three Thousand

Three and Paise Sixty

Sr. Description of Item Unit Estimated Rate in (Rs)

No. In Figure In words

(C) In hard rock Per Rmt 3003.60 RS:- Three Thousand

Three and Paise Sixty

2 Drilling 100mm dia or 150mm dia bore holes including collecting understurbed soil

sample for performing SPT test. All necessary laboratory* testing such as sieve

analysis, atterberg limits, field density and moisture content, specific gravity, triaxial

test, direct shear test, swell pressure, free swell consolidation test etc to dicide SBC

of soil at 1.0m depth interval or at required depth including necessary mobilization of

plant / machinery and submission of report in three sets etc. Which shall generally

include field and laboratory tests procedure, sub-soil stratification, ground water

table position, interpretation of data evaluation of safe bearing capacity. Use of

excavated stuff for refilling along with clear recommendations. The number of

boreholes to be drilled is to be decided by the consultant / client as per IS provision

who will be awarded the work. 10.00mt to 20.00mtr

(A) All type of soil including murrum / hard murrum Per Rmt 2327.80 RS:- Two Thousand

Three Hundred Twenty

Seven and Paise Eighty

(B) In soft rock Per Rmt 2327.80 RS:- Two Thousand

Three Hundred Twenty

Seven and Paise Eighty

(C) In hard rock Per Rmt 2327.80 RS:- Two Thousand

Three Hundred Twenty

Seven and Paise Eighty

Sr. Description of Item Unit Estimated Rate in (Rs)

No. In Figure In words

3 Drilling 100mm dia or 150mm dia bore holes including collecting understurbed soil

sample for performing SPT test. All necessary laboratory* testing such as sieve

analysis, atterberg limits, field density and moisture content, specific gravity, triaxial

test, direct shear test, swell pressure, free swell consolidation test etc to dicide SBC

of soil at 1.0m depth interval or at required depth including necessary mobilization of

plant / machinery and submission of report in three sets etc. Which shall generally

include field and laboratory tests procedure, sub-soil stratification, ground water

table position, interpretation of data evaluation of safe bearing capacity. Use of

excavated stuff for refilling along with clear recommendations. The number of

boreholes to be drilled is to be decided by the consultant / client as per IS provision

who will be awarded the work. 20.00mt to 30.00mtr

(A) All type of soil including murrum / hard murrum Per Rmt 2102.53 RS:- Two Thousand One

Hundred Two and Paise

Fifty Three Only

(B) In soft rock Per Rmt 2102.53 RS:- Two Thousand One

Hundred Two and Paise

Fifty Three Only

(C) In hard rock Per Rmt 2102.53 RS:- Two Thousand One

Hundred Two and Paise

Fifty Three Only

4 Excavation and refilling after inspection for trial pit all type of soil including murrum /

hard murrum. The minimum size of the trial pit shall be 1.0mt length x 1.0mt width.

(A) Up to 1.50mt depth Per Rmt 247.35 RS:- Two Hundred

Fourty Seven and Paise

Thirty Five Only

Sr. Description of Item Unit Estimated Rate in (Rs)

No. In Figure In words

(B) Above 1.50mt & up to 2.0mt depth Per Rmt 118.50 RS:- One Hundred

Eighteen and Paise Fifty

(C) Above 2.0mt & up to 2.5mt depth Per Rmt 118.50 RS:- One Hundred

Eighteen and Paise Fifty

(D) Above 2.5mt & up to 3.0mt depth Per Rmt 118.50 RS:- One Hundred

Eighteen and Paise Fifty

(E) Above 3.0mt & up to 3.5mt depth Per Rmt 122.00 RS:- One Hundred

(F) Above 3.5mt & up to 4.0mt depth Per Rmt 122.00 RS:- One Hundred

5 Transportation charges from registered office of the consultant / agency. Per Km 6.50 RS:- Six and Paise Fifty

Sr. Description of Item Unit Estimated Rate in (Rs)

No. In Figure In words

6 Plate Load Test for determination of modulus of subgrade reaction of the soil in place Per Nos. 112486.00 RS:- One Lakh Twelve

(generally known as K-value of the sub grade) for evaluation of strenth of subgrade Thousand Four Hundred

for Roads and Raft foudation.. Rate are inclusive all material ,labour for excavation & Eighty Six Only

all work ,equipment to perform the test as per code.

Discount offered, if any, on quoted above rate :

I/We am/are willing to carry out the work at ________ % Above/ below _________ (percent should be written in

figures and words) of the rates mentioned above.

Signature of Contractor Executive Engineer

GSPHC Ltd ; Ahmedabad