Engagement of Agency for Geotechnical Investigation Work for Proposed Ring Corridor from Prakash Nagar Station to Vadaj Station (from Chainage 9612.332 to 27106.77) of Ahmedabad Metro Rail Project Phase - III (C)

BILL OF QUANTITIES

The Financial Proposal shall be filled online on N Procurement portal (i.e.

https://tender.nprocure.com)

1. The Bill of quantities shall be read in conjunction with the Instructions to Bidders, Conditions of

Contract, Scope of Work, and Specifications.

2. The quantities given in the Bill of quantities are estimated quantities. The basis of payment will be

actual quantities of work indented and carried out and valued at the rates and prices tendered in

the priced Bills of quantities, where applicable and otherwise at such rates and prices as the

Engineer may fix within the terms of Contract.

3. The rates and prices tendered in the priced Bill of Quantities shall include all equipment, plant,

tools, spares, barricading, labour, supervision, overheads, consumables, materials, erection,

maintenance, testing of input material delivered, profit, taxes and duties together with all general

risks, liabilities and obligations set out and implied in the Contract and other incidentals to comply

with the requirements of technical specifications and scope of work.

4. The rates and prices shall be quoted entirely in Indian Currency.

5. The whole cost of complying with the provisions of the contract shall be included in the items

provided in the priced Bill of Quantities and where no rates are provided the cost shall be deemed

to be distributed among the rates and prices entered for the related items of work.

6. The contractor / agency / consultant shall keep the entire carriageway neat and clean throughout

the contract period. The contractor shall maintain guard rails, railings, crash barriers, road furniture

etc. in good condition by cleaning them frequently as advised / required by using suitable

detergents/chemicals.

The staff of the contractor shall wear safety jackets, shoes, helmets etc. while on duty and any

violation will attract a fine of Rs. 5,000/‐ for each incident.

Failure to erect safety signage or trying to carry out the works without proper precautions/safety

measures as required will attract a fine of Rs. 5,000/‐ for each incident.

7. The Tendered rate for incident Management shall include all equipment, labour, material,

consumable, tools, spares, and other incidentals to comply with the requirement of the scope of

the work and technical specifications.

8. General directions and descriptions of work and materials are not necessarily repeated or

summarized in the Bill of Quantities. Reference to the relevant sections of the bidding document

shall be made before entering rates or prices against each item in the Bill of Quantities.

GMRC Financial Package Page 2 of

Tender No: GMRC/GEOTECH-1/PH-3(C)/2026 BOQ

9. The payments towards Schedule A, B, C shall be made at 95% of the rates of the respective items

progressively for the executed quantities. The balance 5% of payment (reserved for schedule D)

shall be made after submission of report for each part of the alignment in his scope.

10. The financial bid is to be submitted online on https://tender.nprocure.com. The other relevant

clauses of submission of bid are clarified in ITT, Para / Clause D1 to D 1.12.

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Tender No: GMRC/GEOTECH-1/PH-3(C)/2026 BOQ

SN Description Total (in Rs.) (percent above / below / at par over the basic

In Figure In Words

Schedule -A Field

2 Schedule -B Laboratory Test

3 Schedule C - Provisional Sum

Schedule D - Preparation and

Submission of Report

(excluding GST)

1. The tenderer shall quote a single percentage (Above/Below/At Par) at SN. 1, 2 & 3 of this Summary Sheet

only and nowhere else.

2. The bidder’s quote to be filled in Annexure – 1 (i.e. Summary Sheet of Bill of Quantity), it should be

exclusive of GST.

3. The tax bifurcations to be filled in Annexure – 2 (i.e. Details of Taxes and Duties).

GMRC Financial Package Page 4 of

Tender No: GMRC/GEOTECH-1/PH-3(C)/2026 BOQ

Engagement of Geotechnical Investigation Agency for proposed Ring Corridor from Prakash Nagar Station to Vadaj Station

(from Chainage 9612.332 to 27106.77).

Bill of Quantities

Item Description Item Unit Unit Rate (Rs.) Total Amount

Item Description Item Unit Unit Rate (Rs.) Total Amount

Schedule -A Field Investigation

Exploratory Vertical rotary drilling of Boreholes 150mm dia

through all kinds of soils with adequate / suitable equipment,

tools and tackles upto 50mtr depth measured below existing

ground level including mobilization, setting up boring rig,

shifting of rig from one borehole to another and demobilization

of the same and refilling the boreholes and reinstating surface.

The top five meters of borhole shall be backfilled with M15

iii) 20m to 30m Mtr. 674.10 3500

For borehole works in stagnent/flowing water in river- -

Exploratory Vertical rotary drilling of Boreholes 150mm dia

through all kinds of soils with adequate / suitable equipment,

tools and tackles upto 50mtr depth measured below existing

ground level including mobilization, setting up boring rig,

shifting of rig from one borehole to another and demobilization

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Tender No: GMRC/GEOTECH-1/PH-3(C)/2026 BOQ

of the same and refilling the boreholes and reinstating surface.

The top five meters of borhole shall be backfilled with M15

Concrete in River area . This rate includes necessary

arrangement like pontoon etc. for carrying out drilling work

ii) 10m to 20m Mtr. 622.37 100

iii) 20m to 30m Mtr. 808.91 100

iv) 30m to 40m Mtr. 996.00 100

3 Drilling NX size through Hard Rock using TC bit/ diamond bit /

Impregnated diamond bit upto 40m depth.

iii) 20m to 30m Mtr. 2,066.97 30

Collecting undisturbed soil samples in 100mm dia 450mm long

thin walled tube sampler at every 1.5m interval or as directed

by the engineer, from boreholes including provisions of air

tight containers for packing and labelling incl. transportation

the samples to laboratory.

Piston sampler shall be used for extracting undisturbed

samples where necessary. Samples shall be collected as per IS

Conducting standard penetration testts as per IS:2131-1981 at

1.5 M interval or as directed by the engineer and collecting the

sample. Packaging and labeling the same.

6 Conducting Field In situ Vane shear testt for soil as per IS 4434 No. 2,910.39 56

at required strata or as directed by engineer

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Tender No: GMRC/GEOTECH-1/PH-3(C)/2026 BOQ

7 Collection of Water Samples at intervals as decided by the No. 295.73 360

8 Conducting Electrical Resistivity Tests (ERT) as per latest codes No. 6,700.82 30

to investigate upto 50 m depth.

9 In situ Permeabilty testt at every 5m depth or as decided by the

(i)Soil No. 714.75 355

(ii) Rock (Double packer) No. 714.75 28

Schedule -B Laboratory Test -

B1 Laboratory tests for soil samples -

1 Grain size Analysis without Hydrometer (Sieve Analysis) No. 27.35 10880

2 Hydrometer analysis including Grain size analysis No. 44.95 5440

3 Bulk density, dry density and moisture content on UD samples No. 22.92 5440

4 Specific gravity of soil No. 22.62 1090

5 Conducting Chemical analysis to determine contents of

sulphatest,Sulphitest, chlorides, pH value and organic matter -

(i) Soil Samples No. 59.88 430

(ii) Water Samples No. 75.41 300

6 Atterbergs limits No. 36.22 10880

7 Shrinkage Limit No. 27.35 1088

8 Free Swelling Index No. 27.35 935

9 Swell Pressure test No. 44.36 935

10 Direct shear testt, Box shear test No. 49.53 4112

11 Triaxial compressive strength testt giving full testt results

including mohr circle, stress - strain curve, etc.

(a) Un-consolidated undrained testt (UU). No. 111.04 750

(b) Consolidated Undrained testt (CU) on clay samples giving No. 221.78 750

relevant information as per IS-2720-XV-1986

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Tender No: GMRC/GEOTECH-1/PH-3(C)/2026 BOQ

12 Unconfined compressive strength testt on clay soil samples as No. 47.61 750

per IS:2720 - X -1973 for each BH.

13 Consolidation testt by Odeometer No. 51.01 355

B2 Laboratory tests on Rock samples -

1 Density testt & Specific Gravity test No. 34.30 190

2 Water Absorption & Porosity test No. 8.58 190

3 Cerchar Hardness index testt on rock samples No. 171.66 38

4 Cerchar Abrasivity Index testt on Rock samples No. 64.46 66

5 Unconfined compressive strength testt on saturated (7 Days) No. 25.73 94

6 Point Load index testt on rock samples No. 171.81 94

7 Modulus of Elasticity test No. 515.27 94

8 Petrographic analysis No. 1,182.82 38

Schedule C - Provisional Sum -

C Any other items as per Road & Building Dept.- Gujarat LS 2,50,000.00 1

Scheduled of Rates - latest as corrected upto the date of

opening of tenders, likely to be operated which are not covered

under above items.

Schedule D - Preparation and Submission of Report

Preparation and submission of Report (one Draft copy and four

orignals) with Colour photographs of samples (soft and

hard copy) giving recommendations for type of foundation,

analysis of borelogs & testts results along with SBC values

and calculations in approved format for the alignment

including stations in four parts.

Total for Geotech Work

Rates are Exclusive GST.

* The payments towards Schedule A, B, C shall be made at 95% of the rates of the respective items progressively for the executed quantities.

The balance 5% of payment (reserved for schedule D) shall be made after submission of report for each part of the alignment in his scope.

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Tender No: GMRC/GEOTECH-1/PH-3(C)/2026 BOQ

1. Tenderer is requested to quote only percentage above or below or at par

2. Evaluation of the tender will be done on amount excluding GST.

3. GST will be reimbursed on submission of proof of payment.

4. If the percentage of GST is changed during the project execution, it shall be adjusted after notification.

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Tender No: GMRC/GEOTECH-1/PH-3(C)/2026 BOQ

Annexure – 2 , Tax Estimate,

DETAILS OF TAXES AND DUTIES

INR: Indian Rupees

GST (Goods and Services Tax) Total

Customs Duty Amount

CGST SGST IGST Any other Tax

SN Amou Amou Amount Duties in

nt on Amo nt on Amount on INR

which Rate unt which Rate Amount Rate on which which Rate Amount Rate

nt which nt (6) = sum

tax/ (%) (INR tax/ (%) (INR) (%) tax/ duty tax/ (%) (INR) (%)

(INR) tax/ duty (INR) of (1) to

duty ) duty levied duty

levied levied levied

Note :1 Contractor at any point of time shall be bound to share the details pertaining to the Input Tax Credit availed or to be availed along with

the supporting documents.

Note:2 In the Tax Schedule Contractor shall require to furnish component wise tax details.

Note:3 GST will be reimbursed at prevailing rate against the submission of valid challan supported by the calculation of Input Tax Credit availed

along with the CA Certificate.

Note:4 GST TDS will be deducted from the invoice considering the prevailing rates

Note 5 : It shall be sole responsibility of Contractor to pass all the accrue or to be accrued Input tax credit to GMRC as per Section 171 of CGST

GMRC Financial Package Page 10 of

Tender No: GMRC/GEOTECH-1/PH-3(C)/2026 BOQ

PROFORMA FOR STATEMENT OF MINOR DEVIATIONS

(Refer C15 and C26 of ITT)

1The following are the particulars of minor deviations from the requirements of the Tender Document:

Sr. No Clause Deviations Price adjustment for each

1 The Tenderer shall indicate price adjustment against each deviation in Annexure 13A of BOQ. This price is the price

which the tenderer shall reduced from this tender price if deviation(s) is/are accepted by the Employer.

2 Where there is no deviation, the statement should be returned duly signed with an endorsement indicating ‘No

Deviations’. In case, Performa of deviations is not submitted or submitted as blank, it will be construed that the tenderer

has not proposed any deviations from tender documents.

3 If the tenderer proposes deviations in tender documents, and/or any other terms and conditions of the tender, other

than in this Annexure, it will have no effect.

Signature of authorized signatory on behalf of tenderer

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