Conducting Hydrological Survey, Geotechnical Investigation ......1st Floor, Maharana Pratap ISBT...

Tender No. DIMTS/RAILWAYS/SP/2017-2018/003

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For

Conducting Hydrological Survey, Geotechnical Investigation and General Arrangement

Drawing (GADs) of Minor Bridges, RUBs & ROBs, Buildings /Structures, Colony

layouts, Drainage works, etc. in connection with the new rail corridor from Katghora to

Dongargarh in the State of Chhattisgarh in the jurisdiction of SEC Railway.

Issued on: 18.01.2018

Employer:

Delhi Integrated Multi-Modal Transit System Limited

(A Joint Venture of Government of National Capital Territory of Delhi & IDFC Foundation)

1st Floor, Maharana Pratap ISBT Building,

Kashmere Gate, Delhi 110 006, India.


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Table of Contents

PART 1 – Bidding Procedures

Chapter 1 Notice Inviting Tender

Chapter 2 General Instructions to Tenderers

Chapter 3 Eligibility Criteria

PART 2 – Technical Specifications

Chapter 1 Hydrological Survey

Chapter 2 Geotechnical Investigation

Chapter 3 General Arrangement Drawing

PART 3 – Tender Forms and other Documents

Chapter 1 Milestones and Time Schedule

Chapter 2 Tender Forms (including Schedule of Prices)


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PART 1 – Bidding Procedures

Chapter 1

Notice Inviting Tender

Delhi Integrated Multi-Modal Transit System Limited (DIMTS) invites bids from

firms/companies having requisite experience and financial capacity for execution of the

following works:

Tender No. DIMTS/RAILWAYS/SP/2017-2018/003 Date 12.01.2018

Name and Address of the Employer

Delhi Integrated Multi-Modal Transit System Limited (A Joint Venture of Government of National Capital Territory of Delhi & IDFC Foundation) 1st Floor, Maharana Pratap ISBT Building, Kashmere Gate, Delhi 110 006, India.

Name of the work

Conducting Hydrological Survey, Geotechnical Investigation and General Arrangement Drawing (GADs) of Minor Bridges, RUBs & ROBs, Buildings /Structures, Colony layouts, Drainage works, etc. in connection with the new rail corridor from Katghora to Dongargarh in the State of Chhattisgarh in the jurisdiction of SEC Railway.

Completion Period 90 days

Earnest Money Rs. 2,26,900/-

Tender Processing Fee Rs. 2000 +GST

Last date and Time of submission of Tender

25.01.2018 up to 11:00 hrs

Date and Time of Opening of Tender

25.01.2018 at 11:30 hrs

Validity of offer 30 days from the date of Tender Opening

Mobilization Advance Not Applicable

Retention Money 5% of contract Value (2% in the form of BG +3% from running bills)


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Chapter 2

General Instructions to Tenderers

1 Background

Delhi Integrated Multi-Modal Transit System Limited (DIMTS) has been awarded the work of

“Providing consultancy services for preparation of Feasibility Study (FS), Detailed Project

Report (DPR), and land acquisition works in connection with new Electrified BG rail line from

Katghora to Dongargarh in the State of Chhattisgarh in the jurisdiction of SEC Railway” from

Chhattisgarh Railway Corporation Limited (CRCL).

Location plan of Katghora – Dongargarh line is provided at the end of the document.

2 Scope of Work

The project consist of Minor Bridges & RUBs (282 Nos), Major Bridges (61 Nos), Road Over

Bridges (27 Nos) and Rail over Rail Bridges (2 Nos).

The scope of work shall include:

a. Carrying out Hydraulic and Hydrological Investigations along the alignment as per the

technical specification.

b. Conducting Geo-technical Investigations and Sub-Soil Exploration along the alignment

and at proposed bridge locations or as per the instructions of the Engineer.

c. Conducting various laboratory tests from approved laboratory by using approved

apparatus complying with the requirements and specifications or Indian standards or

other approved standards for this class of work.

d. General Arrangement Drawing of Minor Bridges, RUBs, ROBs, Station Buildings and

Buildings /Structures, Colony layouts, Drainage works, etc.(as per Railway codes,

specifications & latest circulars)

e. Seeking approval of Railways for all GT reports and all GADs including designs

performed by DIMTS’s design team.

3 Preparation & Submission of Bids


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Bid Documents: The bid documents can be viewed /downloaded from the website

http://www.dimts.in/Dimts-Latest-Tenders.aspx free of cost till one day prior to last date of

submission of Tender.

Tender Processing Fee: To participate in the bidding process, Tenderer have to pay a sum

of Rs. 2000 + GST (Rs. Two thousand +GST @ 18% ) along with their bid, as a cost of the

Tender Processing Fee (non-refundable) in the form of demand draft issued from a Scheduled

Bank in India in favour of “Delhi Integrated Multi-Modal Transit System Limited” payable at

Delhi.

Cost of Biddings: The Tenderer shall bear all costs associated with the preparation and

submission of its Bid.

Format and Signing of Bid: Bid document shall be signed by a person duly authorized to

sign on behalf of the Tenderer on all pages and Bid forms

Validity of Tender: Tenderer shall keep his offer open for a minimum period of 30 days from

the date of opening of the tender as mentioned in the Tender Notice.

Period of Completion: The entire work is required to be completed in all respects within 90

days from the date of issue of the acceptance letter.

Earnest Money: The Bid must be accompanied by a sum of Rs. 2,26,900/- (Rs. Two Lakhs

Twenty Six Thousand and Nine Hundred only) as Earnest money deposited in the form of

Demand Draft/Bankers Cheque/FDR drawn on any nationalized bank or a Scheduled Bank

valid till 30 days from the date of Tender Opening. Earnest money shall be in favour of “Delhi

Integrated Multi-Modal Transit System Limited” payable at Delhi.

The bids not accompanied by valid Earnest Money shall be summarily rejected.

Technical Submittals: The Technical submitted by the tenderer shall comprise the following

a) Letter of Bid

b) Demand Draft for Tender Processing Fee

c) Earnest Money

d) Technical Eligibility Criteria Details

e) Financial Eligibility Criteria Details

f) Applicant's Party Information Form

Financial Submittals: The Financial submitted by the tenderer shall comprise the following

a) Financial form along with Schedule of Prices and Total Prices

Sealing and Marking of Proposal: The tenderer shall seal the Technical Submissions and

the Price Proposal, in separate envelopes, duly marking the envelopes as “TECHNICAL

SUBMISSIONS” and “PRICE PROPOSAL” respectively. These envelopes shall then be

sealed in an outer envelope. No copies of technical and financial proposals are required to be

submitted.


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The envelope shall be addressed to:

Sh. Arvind Kumar Shrivastava Dy. General Manager – Railways

Delhi Integrated Multi-Modal Transit System Limited (DIMTS)

5th Floor, Maharana Pratap ISBT Building,

Kashmere Gate, Delhi – 110006

Submission of Bid: The tenderer shall submit the bid on any working day from Monday to

Friday at the Employer’s address on or before the last date of submission of tender.

Pre bid Clarification: For the purposes of seeking clarification, the Employer's address is

Sh. Arvind Kumar Shrivastava

Dy. General Manager – Railways

Delhi Integrated Multi-Modal Transit System Limited (DIMTS)

5th Floor, Maharana Pratap ISBT Building,

Kashmere Gate, Delhi – 110006

Mobile: 91 97110 82530

Email address: [email protected]

4 Opening and Evaluation of Bids

Opening of the tender: Tender will be opened at the Employer’s address mentioned in

“Notice Inviting Tender” in presence of tenderers or authorized representatives of tenderers

who wish to attend the opening of tender.

Evaluation and comparison of tenders: The tenders which are determined as substantially

responsive shall be evaluated based on criteria as given in Eligibility Criteria.

Right to accept any tender or reject all tenders: DIMTS reserves the right to accept,

negotiate, cancel or reject any tender or to annul and reject all tenders at any time prior to the

award of the contract without incurring any liability to the affected tenderers or any obligation

to inform affected tenderer, the grounds of such action.

5 Award of Contract

DIMTS shall notify the successful tenderer in writing by a Registered Letter/Courier/Speed

Post or through bearer that his tender has been accepted. Letter of Acceptance after it is

signed by the contractor in token of his acceptance shall constitute a legal and binding contract

between DIMTS and the contractor till such time the contract agreement is signed.


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Chapter 3

Eligibility Criteria

The Tenderer should satisfy the minimum Eligibility Criteria as described below in two parts,

A. Technical Eligibility Criteria and

B. Financial Eligibility Criteria.

In support of eligibility criteria, the Tenderer should have to submit adequate documentary

proof of having fulfilled the prescribed eligibility criteria as stipulated below along with their

tender.

(A) Technical Eligibility Criteria

Criteria Submission Requirements

1. The contractor should have registration

with SEC Railway as approved

consultant for survey and construction of

Private Siding, having validity up to

December 2018, as on the date of

Submission of the tender.

2. The tenderer must have satisfactorily

completed or substantially completed

(80% of contract value) at least one

single work in last three previous

financial years and the current financial

year up-to the date of submission of

tender of similar nature for a minimum Rs

44,50,000 /-

Note: Similar nature work means any

Railway work involving Survey,

Geotechnical Investigation and Conceptual

Design (GADs) of Railway bridges.

The tenderer shall submit the completion certificates / certified completion certificates from the client(s) and or Photostat of original certificates of client. The contractor should submit performance certificate, from any clients Govt./Semi Govt./PSU/Private Sector(companies registered under companies act)/Public Listed Company) for having successfully completed/substantially completed similar works in the last three years All documents either original or photocopy should be attested by Notary.

(B) Financial Eligibility Criteria

Criteria Submission Requirements

The contractual payments received by the

tenderer in the previous three financial year

and the current financial year up to the date

of submission of tender shall be at least Rs.

1,90,00,000/-

Note: Payments received from ‘consultancy’

contracts shall only be added up for this

requirement.

TDS certificates/ Audited balance sheets and or Photostat of TDS certificates clearly indicating the contractual amount received. All documents either original or photocopy should be attested by Notary.


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PART 2 – Technical Specifications

Chapter 1

1.0 HYDROLOGICAL SURVEY

1.1. DATA COLLECTION

Rainfall Data collection from local authorities and concerned department for HFL as

specified by the Engineer's Representative.

1.2. HYDROLOGICAL SURVEY

The waterway crossing to be taken by Total Station at site by plans and cross sections

showing the following particulars should be furnished

(i) Cross section should be taken of the river bed at suitable points and the

position marked on the survey plan. The water level should be noted on each

cross section. The average slope of the river bed is to be determined from a

point about 2 Km above the railway crossing to a point 2 Km below the same.

In case there are sharp changes in the bed slopes the local bed slope will have

to be determined over a shorter length.

(ii) Catchment Area calculation along with marking on Topographic sheets

(iii) Waterway calculation of bridge locations as to decide bridge openings

1.3. SUBMISSION

The Contractor shall submit the collected Rainfall data and Hydrological survey data in

suitable format (AutoCAD) to the Engineer Representative.

Chapter 2

2.0 GEOTECHNICAL INVESTIGATION

2.1. STANDARD

Any Indian Standard referred to herein shall be taken as a reference to its latest version.

Where such standards are not available or where no specific provisions have been made

in such codes, the procedure laid down in the corresponding British Code(s) shall apply

subject to the approval of or such other directive as may be issued by the Engineer. In any

case a high standard of workmanship shall be required to be maintained.


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2.2. SITE SUPERVISION

The Contractor's site representative shall take instructions concerning boring, sampling,

in‐situ testing, protecting, handling and labelling of samples and generally ‐all aspects of

the work from the Engineer's Representative.

The Contractor shall arrange for the whole of the work to be under the control of a full time

experienced geo‐technical engineer trained in this type of work and competent to

supervise the operation of sinking the boreholes, taking soundings, carrying out in‐situ

tests, taking, sealing, placing samples and preparing proper and informative bore logs. He

shall be a specialist with post‐graduate qualification in Soil Mechanics and well‐versed in

latest site investigation practices and shall be capable of taking independent decisions at

site as per the instructions of the Engineer or his Representative. The person to be posted

as Contractor's site representative shall receive prior approval of the Engineer. He shall

accept and carry out instructions given to him by the Engineer's Representative,

notwithstanding which the Contractor shall be responsible for the safety and efficient

maintenance and working of all the equipment and the control of all labour.

2.3. LOCATION, SETTING OUT AND LEVELLING

DIMTS will provide the coordinates of locations of the boreholes proposed for soil

investigations under this contract.

The Contractor shall provide accurate surveying equipment such as sextants, lead lines if

necessary, theodolites and levelling devices and any additional equipment as may be

required in connection with the setting out and level. The qualified staff for checking the

work and maintain the equipment to the required accuracy shall be deputed as specified

by the Engineer's Representative.

The positions of the boreholes will be given by Coordinates with respect to the grid shown

on the attached drawings. The Contractor shall establish adequate triangulation stations

by Theodolite or other suitable measures to ensure the precise location of boreholes.

The Contractor shall take precautions to ensure that boring operations do not present a

safety hazards to other activities using the area and shall temporarily remove the boring

equipment etc. if required & instructed by the Engineer/ Engineer's Representative.

2.4. BENCH MARKS

The Contractor shall arrange to protect surveyor's Bench Marks, reference lines and

control points from damage or movement during work.

3.0 SUB SOIL INVESTIGATION

3.1. Trial Pits


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Investigation by Trial Pit Method to be carried out and soil Classification to be determined

by soil testing in laboratory.

The Contractor shall describe in details of the equipment and method of boring he

proposes to use. In general, Open trial Pits, the method of exploring by open trial pits

consists of excavating trial pits up to 3m of depth at the site and there by exposing the

subsoil surface thoroughly, enabling undisturbed samples to be taken at 3m interval. The

undisturbed samples to be obtained by driving edged thin wall tubes into the ground by

gentle hammering or applying pressure or by any other method approved by the

Engineer's Representative.

Alternately, hand cut samples known as chunk samples can be obtained. In sufficiently

cohesive soil, undisturbed sample can be cut out and trimmed to regular shapes, say a

cube or cylindrical shape. Wrap the chunk samples with plastic cloth, plastic paper

(polythene film) or a waxed paper painted on the outside with molten wax.

Two additional layers of cloth and wax are required to perfectly seal the sample. If a soil

is easily disturbed, firmly constructed wooden box, with lid and bottom removed, is kept

around the protruding sample block so as to leave a space of about 25mm between the

sample and side of box.

The space between the sample and side of box is packed with moist saw dust or similar

packing material. The top of sample us cut to size, cloth or paper and wax are applied and

then the lids fitted.

Deep trial pits may be used to investigate open fissures, or to explore zones of weak rocks

which would break up in the core barrel and are incapable of being recovered intact.

The Contractor shall submit the photograph of Trial pits of railway corridor with chainage

to the Engineer for his use.

3.2. Vertical Boring

a) Boreholes shall be located as indicated in the drawings or as directed by the Engineer

and sunk in the order required by the Engineer's Representative. The Contractor shall

be responsible for the proper shifting & positioning of his rig at the selected sites.

b) The Contractor shall describe in detail the equipment and method of boring he

proposes to use. In general, boring through different layers of soil shall be carried out

by mechanically operated equipment using shell and auger or hydraulically controlled

rotary drilling equipment as may be applicable or by any other method approved by

the Engineer's Representative.

c) Boreholes shall be lined unless otherwise directed and diameter of the casings shall

not be less than 150 mm. On completion of the boreholes (or abandonment on the

instructions of the Engineer) the Contractor shall remove the casing and in no

circumstances, shell casings be permitted to remain less than 1 metre below the

existing ground level.


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d) In the event of any boulders or other obstructions being encountered during the boring

operations, the Contractor shall immediately notify the Engineer's Representative and

obtain necessary instructions as to the measures to be taken. If required by the

Engineer's Representative, the Contractor shall chisel through the obstruction and

reline the borehole using smaller diameter casings.

e) The Contractor's Engineer shall be present at the site of operations at all times during

the sinking of the boreholes and record the resistance of the ground to the tool used.

He shall note the description, strength and structural characteristics of the soils

encountered as the boring proceeds, in accordance with the criteria contained in the

British Standard Code of Practice No. 5930 `Site Investigations'. The spoil from boring

operations shall be set out in the order in which recovered so that it may be inspected

by the Engineer's Representative. Complete & up to date information shall be recorded

indicating the borehole number, type and diameter of boring/ drilling at different depths,

existing ground level, depth of water table from the ground level, description, thickness

and depth of various strata encountered, `N' values for penetration tests, number and

types of samples collected, depth of each sampling, the rate of sinking of the boring

equipment in each and every stratum encountered in each borehole and all other

relevant data. All changes in stratum and their level relative to Chart Datum shall be

indicated in approved bore logs. All on‐site boring records shall form a part of the soil

investigations report to be submitted by the Contractor.

f) Where boring beyond a certain depth in any borehole is not possible the operation may

be terminated with the prior approval in writing of the Engineer/his Representative.

4.0 DRILLING IN ROCK

a) When rock will encountered, size of borehole will be changed to 76 mm diameter. A

double tube core barrel and Nx sized diamond bits should be used for drilling and

recovering rock cores. Recovered rock cores to be numbered serially and preserved

in wooden core boxes. Rock core recovery and Rock Quality Designation (RQD) to be

computed for every run length drilled as per IS: 4464. Detailed core logs of boreholes

should prepared by geologist at site.

b) Copies of the daily boring record shall be delivered by the Contractor to the Engineer's

Representative on the following day.

5.0 NUMBER OF BOREHOLES, TRIAL PITS AND TERMINATION CRITERIA

Structure Frequency/Numbers Depth of Borehole Major, ROR, ROB, RUB &

Boring a) Founding level below existing ground

level + twice the width of foundation


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cutting locations

+1.0m subjected to minimum 10m in case entire borehole in soil.

b) 3m continuous in rock having RQD >75% or firm strata having N >100 for 300mm of penetration whichever meets earlier

Minor bridges Trial Pits @ One per

structure 3m depth

6.0 BORING EQUIPMENT

Boring and drilling equipment together with accessories to be used for drilling boreholes

shall be of latest design and manufacture and shall be subject to the approval of the

Engineer and shall be capable of drilling through all types of soils. The entire boring and

drilling shall be carried out using rotary core drilling rig only.

7.0 SAMPLES

The Contractor shall take care to ensure at all times that samples taken are truly

representative of the soil conditions actually existing at the levels and site noted. Should

any sample be rejected by the Engineer's Representative for any reason connected with

the boring or sampling technique, equipment used or other reasons the Contractor shall

take additional samples at his own cost.

All samples shall be carefully taken, handled, placed in suitable containers, labelled,

packed and preserved in accordance with IS:1892 and sent to the laboratory immediately

after completion of each borehole. All samples shall be labelled immediately after being

taken out of the borehole. A list of samples collected in each container shall be placed

inside each container.

If required, samples shall be sent to the Engineer for his inspection following which they

shall be collected by the Contractor and dispatched by him to the laboratory.

All samples shall be returned in good condition to the Engineer after use by the laboratory.

Sample jars and core boxes will not be returned to the Contractor.

7.1. Disturbed Samples

The Contractor shall collect disturbed samples of each stratum in accordance with IS:1892

immediately after it is encountered and thereafter at intervals of 2 metres or change of

stratum, whichever is earlier, or as required by the Engineer's Representative, for purpose

of identification and other laboratory tests.

7.2. Large Samples of Granular Material

The Contractor shall extract samples weighing not less than 3 kgs each from each main

stratum of granular material encountered and thereafter at intervals of 3 meters. Each

sample shall be packed in a suitable container so constructed that no loss of fine material

shall occur.

Smaller disturbed samples shall be obtained with split spoon sampler for purpose of

classification and laboratory tests.


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7.3. Undisturbed Samples

The Contractor shall take undisturbed soil sample cores of 100mm diameter as per

IS:1892 immediately after a new stratum is encountered and if the stratum exceeds 3

meters in thickness samples shall be taken at intervals of 3 meters or closer as directed

by the Engineer's Representative.

The construction of sample tubes shall be in accordance with the provision of IS:1892.

Sample tubes shall have a cutting edge with suitable clearances and an area ratio not

exceeding 20%. The top cap shall have a large diameter non‐return valve.

Sample tubes shall be true in diameter, not less than 450 mm long and free from all rust

internally. They shall be oiled before use and shall be winched or carefully driven into the

soil.

The tubes shall be fitted with screwed end caps after the wax seals have been applied.

As an alternative, thin‐walled sample tubes of not less than 100 mm diameter may be

used, the equipment and procedure being as set out in IS:2132. Sample tubes shall not

be less than 450mm long. After sealing, the tubes shall be carefully packed in boxes in

order to protect the seals. A few 100 mm diameter undisturbed samples shall be collected

by means of piston tube samples.

7.4. Time Limits for Testing

Undisturbed samples shall be tested within a maximum period of two weeks from the date

of sampling.

7.5. Sample Storage and Transportation

All sample containers shall be stored in sturdy wooden boxes with separators and packed

with cotton wool, paper, saw dust, etc. to prevent damage during transportation to the

laboratory for testing.

8.0 FIELD TESTS

8.1. Standard Penetration Test

The Contractor shall carry out Standard Penetration Tests inside boreholes to assess the

penetration resistance 'N', primarily of non‐cohesive strata and weak weathered rocks at

every change of stratum and thereafter at intervals of 3 meters or as directed by the

Engineer's Representative. The locations of SPT shall be staggered with those for

undisturbed samples. The equipment and method to be used shall be as described in

IS:2131. During the test, disturbed samples shall be obtained at every change of stratum

and sent to the laboratory for classification and testing. Relevant records shall be


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maintained in the bore log.

Standard Penetration Tests shall also be carried out in cohesive strata if the material

proves too soft for samples to be recovered, or as directed by the Engineer's

Representative.

Should the Engineer's Representative instruct the Contractor's Engineer to use the

Standard Penetration Equipment as a probe, the number of blows for 30 cm of penetration

being recorded in the usual manner, no liability shall attach to the Employer for the inability

of the Contractor's Engineer or plant to remove the probe from the ground. In hard ground where full penetration of 30cms cannot be achieved, the test shall be

stopped at the number of blows to be decided by the Engineer's Representative and actual

penetration noted. The number of blows for 30 cm penetration shall then be extrapolated.

9.0 LABORATORY TESTS

The Contractor shall carry out laboratory tests as indicated below but not necessarily

limited to the following. For this purpose he shall make use of NABL testing laboratory

approved by the Engineer. Additional tests may be prescribed by the Engineer depending

on actual field conditions if required.

All laboratory tests shall be carried out in accordance with their relevant Indian Standard

Codes of Practice. In the absence of such codes for any of the tests mentioned the test

shall be carried out in accordance with any other suitable code of practice as approved by

the Engineer.

In the laboratory, the sample shall be registered, examined and reclassified in conjunction

with the Contractor's Site Engineer's report. In case of revisions in classification, two

advance copies of the revised bore logs shall be forwarded to the Engineer for his use.

The laboratory shall be equipped with all necessary apparatus to carry out the following

tests:

9.1. Tests on Soil Samples

A. Physical test a. Liquid and plastic limits (IS:2720 Part V) b. Grain Size Analysis (IS:2720 Part IV) c. Specific Gravity & Unit Weight (IS:2720 Part III) d. Natural Moisture content (IS:2720 Part II) e. Free Swell Index (IS:2720 Part XL) f. Consolidation test (IS:2720 Part XV) g. CBR Test (IS:2720 Part XVI) h. Shear Strength: Triaxial Compression (IS:2720 Part XI) i. Direct shear test (IS:2720 Part XXXIX) j. Water table & Quality of water


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10.0 SPECIAL CONDITIONS

10.1. EQUIPMENTS

The Contractor shall be responsible for the supply, use and maintenance of all the

equipment and he shall ensure that it is suitable for the work and is maintained in such a

manner as to ensure its efficient working. The Engineer may direct that equipment which

is not efficient and is prejudicial to the quality of the work be removed from site and

replaced by equipment to his satisfaction. The Contractor shall immediately follow

Engineer's or his Representative's directions/ instructions.

10.2. TEMPORARY WORKS

Where required, the Contractor shall furnish such details of his temporary works as may

be called for by the Engineer and the Contractor shall satisfy the Engineer as to their safety

and efficiency. The Engineer may direct those temporary works which he considers unsafe

or inefficient be removed and replaced in a satisfactory manner. The Contractor shall

immediately follow Engineer’s directions/instructions.

10.3. SPECIAL INSTRUCTIONS

Whenever the Engineer or his staff wants to visit the location of a borehole to supervise

the quality of the investigation work being undertaken, the Contractor shall assist the

engineer or his staff to reach proposed location/site of work.

The Contractor shall submit 6 copies of his Report to the Engineer, before settlement of

his final bills.

10.4. RECORDS CONFIDENTIAL

All records, data, information on strata and related matters derived from the boreholes are

the property of the Employer and shall not be divulged to any third party other than the

Engineer or his Representative.

10.5. SITE OFFICE

Site office accommodation shall not be provided by the Employer. The Contractor must

make his own arrangement.

10.6. METRIC UNITS Metric units have been used in the specification and all drawings. The drawings and all

records should also be in the same units and related to the Project Grid shown on the

drawings


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Chapter 3

3. General Arrangement Drawings (GADs)

Preparation of General Arrangement Drawings of Railway bridges as per RDSO

Standards.


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PART 3 – Tender Forms and other Documents

Chapter 1

Milestones and Time Schedule

Time of start and completion

The time for execution of the works is 90 days from the date of issue of letter of acceptance from DIMTS.

S.No Milestone Targets Timelines

from the date of issue of LOA (D)

1 Completion of the Field Work D+30 days

2 Submission of Hydrological Survey, Geotechnical Investigation

D+40 days

3 GADs of Minor Bridges, RUBs & ROBs D+60 days

4 Obtaining approvals from Railways for all GT reports and all design works

D+90 days


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Chapter 2

Tender Forms (including Schedule of Prices)

FORM No. SUBJECT

Form No. 1 Letter of Bid

Form No. 2A Technical Eligibility Criteria Details

Form No. 2B Financial Eligibility Criteria Details

Form No. 2C Applicant's Party Information Form

Form No. 3 Schedule of Prices and Total Prices


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Letter of Bid

Form No. 1


Name of work: Conducting Hydrological Survey, Geotechnical Investigation and General

Arrangement Drawing (GADs) of Minor Bridges, RUBs & ROBs, Buildings /Structures, Colony

layouts, Drainage works, etc. in connection with the new rail corridor from Katghora to

Dongargarh in the State of Chhattisgarh in the jurisdiction of SEC Railway.

To,

The Senior Vice President – Railways.

Delhi Integrated Multi-Modal Transit System Limited

1st Floor, Maharana Pratap ISBT Building,

Kashmere Gate, Delhi 110 006, India.

We, the undersigned, declare that:

a) We have examined and have no reservations to the Bidding Documents.

b) We offer to execute the Works in conformity with the Bidding Documents.

c) Our bid shall be valid for a period of 30 days from the date of Tender Opening.

d) We understand that this bid, together with your written acceptance thereof included in

your notification of award/Letter of Acceptance (LOA), shall constitute a binding

contract between us, until a formal contract is prepared and executed; and

e) All information, statements and description in this bid are in all respect true, correct

and complete to the best of our knowledge and belief.

f) We understand that you are not bound to accept the lowest bid or any other bid that

you may receive

We remain,

Name.....................................................................................................................

In the capacity of ………………………………………………………………

Signed....................................................................................................................

Date. ………


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Technical Eligibility Criteria Details

Form No. 2A

Details of the similar works completed

Similar Contract Name

Award date

Completion date

Role in Contract (Prime Contractor or Member in JV)

Total Contract Amount

If member in a JV , specify participation in total Contract amount

Employer's Name: Address: E-mail:

Description of the similarity

The tenderer shall attach certified completion certificates issued by the client duly attested by

Notary as per Eligibility Criteria of the tender documents

Signature of the Tenderer with Seal


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Financial Eligibility Criteria Details

Form No. 2B

Details of contractual payments (Construction only) received during the last three financial

years and current financial year

Contractual payments received Year Value of payment received in Rs.

(Contract Receipts) Current Year (2017-2018) 2016 - 2017 2015 - 2016 2014 - 2015 Total Contractual Payment

The tenderer shall attach necessary documents in support of the above



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Applicant's Party Information Form

Form No. 2C

Applicant name: [insert full name]

Applicant's Party name: [insert full name of Applicant's Party]

Applicant's Party country of registration: [indicate country of registration]

Applicant Party's year of constitution: [indicate year of constitution]

Applicant Party's legal address in country of constitution: [insert street/ number/ town or city/ country]

Applicant Party's authorized representative information Name: [insert full name] Address: [insert street/ number/ town or city/ country] Telephone/Fax numbers: [insert telephone/fax numbers, including country and city codes E-mail address: [indicate e-mail address]



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Schedule of Prices & Total Prices

Form No. 3

SNO DETAILS OF WORK UNIT QTY RATE AMOUNT

1 General Arrangement Drawings of Minor

Bridges, ROBs & RUBs, service buildings,

colony layout, station building / platform

drainage plan and geo-technical

investigations along with GT reports etc. as

per railway circulars (The item includes

required field works, liaison for approvals with

concerned department etc. for collection /

obtaining signed documents / data in

connection with design of structures,

preparation & submission of reports, etc. to

the satisfaction of client including structures

designed by DIMTS)

Payment will be released on pro rata basis in

linear length as 80% on submission of Reports

& Drawings, & 20% on approval from SECR

Railways/NHAI/State Govt. as the case may

be.

Km 270 47,000 1,26,90,000

Total in Rs 1,26,90,000

Note :

1. The rates are inclusive of all local taxes, levies etc. Tenderers to quote GST separately

in the table above.

2. The rates quoted by the contractor shall be firm for the entire contract duration.



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Date post:	18-Aug-2020
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