A.R.C. for Soil investigation for various work at various places in District of Mahesana, Sabarkantha, Aravalli, Banaskantha, Vav-Tharad & Patan of Gujarat State. (1st Attempt)

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

Aravalli, Banaskantha, & Patan 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

(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

(C) In hard 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

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

(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

(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

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

FourtySeven 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

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

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

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

excavation & 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 I/C Executive Engineer