I thank Mr. ManasKumar Behura, and Mr Jasimuddin Ahmed Site Engineer Systra, whose presentation and support helped me to develop this presentation on Ballastless and Ballasted Track for Mumbai Metro Line-4. This presentation gives a basic idea on how ballastless track and Ballasted Track works are executed showing the picture of Riyadh Metro Track Works as example.
I tried to contact Mr ManasKumar Behura , but unable to get his contact.
Thanks and Rgds
Vijay Raj. P
Sr Engineer Track
Mumbai Metro Line-4
Show how different projects were constructed, generally the construction methods, sequence and plant are included. The information is presented in a way that is easily understood and explained.
I thank Mr. ManasKumar Behura, and Mr Jasimuddin Ahmed Site Engineer Systra, whose presentation and support helped me to develop this presentation on Ballastless and Ballasted Track for Mumbai Metro Line-4. This presentation gives a basic idea on how ballastless track and Ballasted Track works are executed showing the picture of Riyadh Metro Track Works as example.
I tried to contact Mr ManasKumar Behura , but unable to get his contact.
Thanks and Rgds
Vijay Raj. P
Sr Engineer Track
Mumbai Metro Line-4
Show how different projects were constructed, generally the construction methods, sequence and plant are included. The information is presented in a way that is easily understood and explained.
Steel Bridge for a construction of highway bridge in NepalPoudel Dinesh
Steel Bridge Cost Manufacturing in Nepal Proposal subject to client approval Fe 415 Galvanized bridge to be constructed in Nepal . It is proposal from a manufacture.
Dear Sirs,
This presentation made based on my site knowledge. Codal references mentioned in slide. If there any suggestions please feel free to comment.
Thanks & Regards
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
Steel Bridge for a construction of highway bridge in NepalPoudel Dinesh
Steel Bridge Cost Manufacturing in Nepal Proposal subject to client approval Fe 415 Galvanized bridge to be constructed in Nepal . It is proposal from a manufacture.
Dear Sirs,
This presentation made based on my site knowledge. Codal references mentioned in slide. If there any suggestions please feel free to comment.
Thanks & Regards
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems.
Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
Saudi Arabia stands as a titan in the global energy landscape, renowned for its abundant oil and gas resources. It's the largest exporter of petroleum and holds some of the world's most significant reserves. Let's delve into the top 10 oil and gas projects shaping Saudi Arabia's energy future in 2024.
1. Dy.CE/C/III/BPL acting for and on behalf of The President of India invites E-Tenders against Tender No DYCE-C-III-BPL-11-2022
Closing Date/Time 12/05/2022 15:00 Hrs. Bidders will be able to submit their original/revised bids upto closing date and time only.
Manual offers are not allowed against this tender, and any such manual offer received shall be ignored.
Contractors are allowed to make payments against this tender towards tender document cost and earnest money only through only
payment modes available on IREPS portal like net banking, debit card, credit card etc. Manual payments through Demand draft, Banker
cheque, Deposit receipts, FDR etc. are not allowed.
1. NIT HEADER
Name of Work
Construction of substructure of 1 RUB span of 1x76.20m for open web girder (CH 171.270
KM), 1 RUB of span 1x76.20m for open web girder (CH 217.540 KM), 1 RUB of span
2x76.20m for open web girder with approaches (CH 254.000KM) and 2 ROBs of span
1x36.00m composite girder (CH 262.800KM) with all approaches and traffic diversion Road
in Ramganj Mandi- Bhopal project
Bidding type Normal Tender
Tender Type Open Bidding System Two Packet System
Tender Closing Date Time 12/05/2022 15:00 Date Time Of Uploading Tender 19/04/2022 20:57
Pre-Bid Conference
Required
No Pre-Bid Conference Date Time Not Applicable
Advertised Value 292854607.39 Tendering Section BRRG BPL
Bidding Style Single Rate for Each Schedule Bidding Unit
Earnest Money (Rs.) 1614300.00 Validity of Offer ( Days) 60
Tender Doc. Cost (Rs.) 0.00 Period of Completion 24 Months
Contract Type Works Contract Category Expenditure
Bidding Start Date 28/04/2022
Are Joint Venture (JV) firms
allowed to bid
Yes
Ranking Order For Bids Lowest to Highest Expenditure Type Capital (Works)
2. SCHEDULE
S.No. Item
Code
Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Unit
Schedule A-(Cement USSOR-2011 ITEMS) 48000860.16
Above/
Below/Par
1
Please see Item Breakup for details. 28262400.00 69.84 48000860.16
Description:- Cement- USSOR 2011 items
S.No. Item
Code
Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Unit
Schedule B-(Steel Reinforcement USSOR-2011 ITEMS) 153538756.80
Above/
Below/Par
1
Please see Item Breakup for details. 90402000.00 69.84 153538756.80
Description:- Steel Reinforcement USSOR-2011 ITEMS
S.No. Item Code Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Unit
Schedule C-(E/W in cutting in soft Rock USSOR-2011 ITEMS) 1586445.10
Above/
Below/Par
1
Please see Item Breakup for details. 2670783.00 (-) 40.60 1586445.10
Description:- E/W in cutting in soft Rock USSOR-2011 ITEMS
S.No. Item Code Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Unit
Schedule D-(E/W in cutting in Hard Rock USSOR-2011 ITEMS) 2567770.98
Above/
Below/Par
1
Please see Item Breakup for details. 2364430.00 8.60 2567770.98
Description:- E/W in Cutting in Hard Rock USSOR-2011 ITEMS
S.No. Item
Code
Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Unit
Page 1 of 13 Run Date/Time: 27/04/2022 17:20:03
DYCE-C-III-BPL-ENGINEERING/WEST CENTRAL RLY
TENDER DOCUMENT
Tender No: DYCE-C-III-BPL-11-2022 Closing Date/Time: 12/05/2022 15:00
2. Schedule E-(General and Bridges Work USSOR-2011 ITEMS) 61994910.42
Above/
Below/Par
1
Please see Item Breakup for details. 34501949.14 69.84 58598110.42
Description:- General and Bridges Work USSOR-2011 ITEMS
2
Lump Sum 2000000.00 69.84 3396800.00
Description :- Any other USSOR-2011 items connected with the work but not covered in the tender schedule
S.No. Item
Code
Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding
Unit
Schedule F-(NS ITEMS EARTH WORK IN FILLING IN M.P) 17728000.00
Above/
Below/Par
1
NS1 110800.00 cum 160.00 17728000.00 AT Par 17728000.00
Description:- Earthwork in filling in embankment, Guide bunds, sand humps, around buried type abutments,
bridge gaps, trolley refuges, rain bunds if provided, platforms etc. with earth excavated from outside railway
boundary entirely arranged by the contractor at his own cost as per specifications and special condition of
contract including all leads, lifts, ascent, descent, crossing of nullahs or any other obstructions and excluding
Royalty. Mechanical compaction of earth filled in embankment with contractors rollers of suitable capacity, type
and size to achieve specified density as per specification, testing as per IS codes including cost of water, T&P,
consumable material and all labour as a complete job. The work is to be executed as per latest edition of
"Guidelines for Earthwork in Railway Projects" issued by RDSO. "The rates shall include spreading in layers not
exceeding in specified thickness in loose conditions by paver, levelling by Grader, compacting by vibratory roller
of required capacity up to desired degree of compaction (not less than 98% of MDD as obtained from heavy
compaction modified Proctor test in accordance with IS 2720 (Pt. VIII) 1983 and IS 10379 of 1982), all dressing of
bank to final profile, demarcation and setting out of profile, site clearance, removing of shrubs, roots of
vegetations growth, heavy grass, benching of existing slope of old bank, all handling/re-handling, taxes, octroi and
excluding Royalty as a complete job. In the MP State"
S.No. Item
Code
Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding
Unit
Schedule G-(NS ITEMS CIVIL WORK OTHER THAN EARTH WORK) 7348563.93
Above/
Below/Par
1
NS1 4600.00 cum 350.00 1610000.00 AT Par 1610000.00
Description:- Placing boulders/stones behind abutments by hand packing to required height and width as per
Railway specification and directions of Engineer- in- charge with contractor's boulders.
2
NS2 800.00 Metre 4459.00 3567200.00 AT Par 3567200.00
Description:- Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated
sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5
mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be
galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the
vertical post with a space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810 of
MoRT&H specification including all material, labour machinery etc.
3
NS3 4.00 Each 355805.00 1423220.00 AT Par 1423220.00
Description:- Carrying out detailed structural analysis & design. (Most economical) as per approved GAD along
with preparation of details structural/ working drawing for ROB/RUB/IRS major Bridegs. Design should be as per
defined loading standard taking site geotechnical/ hydrological conditions and features into account the design
scope covers detailing of all ancillary items related to bridge. construction like temporary staging, coffer dam etc.
design and drawing will have to proof checked from IIT/NIT & approved from Railway Design cell.
4
NS4 35.00 Metre 960.47 33616.45 AT Par 33616.45
Description:- Drilling 85mm dia bore holes to normal maximum depth of 20 m below bed level in all type of soil
strate excluding rocks cleaning the bore by washing collecting disturbed samples & conducting standard
penetration test complete as per specification. SPT's should be done at two meters invrval & change of strata.
(Note- if required boring has to be done u to tentative founding level, for which agreed rate will be allowed).
5
NS5 70.00 Metre 1312.54 91877.80 AT Par 91877.80
Description:- Derilling 85mm dia bore holes (With bit through 100mm dia holes) to a maximum depth of 20 meter
below bed level (minimum 5 meter in rock) in rock strta, cleaning the bore by washing collecting disturbed/
undisturbed sample and testing thereof for bearing capacity complete as per specification.
6
NS6 4.00 Numbers 13524.92 54099.68 AT Par 54099.68
Description:- Testing of soil samples, Preparation & submission technical report of sub surface investigation in
triplicate including logging of boxes & necessary drawing.
NS7 830.00 cum 685.00 568550.00 AT Par 568550.00
Page 2 of 13 Run Date/Time: 27/04/2022 17:20:03
DYCE-C-III-BPL-ENGINEERING/WEST CENTRAL RLY
TENDER DOCUMENT
Tender No: DYCE-C-III-BPL-11-2022 Closing Date/Time: 12/05/2022 15:00
3. 7
Description:- Provision of sub-ballast blanket over finished formation as per RDSOs specification and procedure
by supplying naturally available material of approved quality specification blending/mixing in suitable proportion, if
required , spreading in layer not exceeding 300mm in loose state on top of embankment /cutting including mixing
breaking clods watering/drying to achieve optimum moisture content and compacting the same in each layer to
achieve 98% of MDD as per heavy compaction test or modified proctor compaction test using contractor's own
suitable roller t o make the embankment t o correct design profile with all contractors labours, tools and plants,
machinery, fuel, taxes, royalty (if any) etc. complete to railway's final profile and dressing etc. as per direction of
Engineer in charge.
S.No. Item Code Item Qty Qty Unit Unit Rate Basic Value Escl.(%) Amount Bidding Unit
Schedule H-NS ITEMS 89300.00
Above/
Below/Par
1
NS1 4.00
Each
Bridge
9013.00 36052.00 AT Par 36052.00
Description:- Preparation and submission of General Arrangement Drawing (GAD) of major/minor bridges/yard
plans, submitting one check prints and making necessary corrections as observed during checking and approval
of railway at various levels and submission of tracings in 100 microns Garware or equivalent tracing film in
AUTO-CAD etc. complete. NOTE:- This item includes collection of necessary details viz old reference/records,
Making trail pits at site and establishing bearing capacity of strata at founding level by SPT or any other suitable
method and if required taking dimensional details like bed level from site for preparation of GAD by agency with
their own resources. "NOTE QTY UNIT PER BRIDGE = EACH BRIDGE
2
NS2 4.00 Set 13312.00 53248.00 AT Par 53248.00
Description:- Submission of completion drawings of Major Bridge / ROB / RUB as per Railways practice
prepared on AUTO-CAD with CD. (if not submitted Rs.20000/ will be deducted from the final bill) complete in all
respect in four BP copies with one set of original tracing film. NOTE : QTY UNIT PER SET = SET
3. ITEM BREAKUP
Schedule Schedule A-(Cement USSOR-2011 ITEMS)
Item- 1 Cement- USSOR 2011 items
S No. Item No Description of Item Unit Qty Rate Amount
Supply and using cement at worksite :
1 033061 OPC 43 grade Tonne 4800.00 5888.00 28262400.00
Total 28262400.00
Schedule Schedule B-(Steel Reinforcement USSOR-2011 ITEMS)
Item- 1 Steel Reinforcement USSOR-2011 ITEMS
S No. Item No Description of Item Unit Qty Rate Amount
Supplying Reinforcement for R.C.C. work
including straightening, cutting, bending, placing
in position and binding all complete.
1 045016 Thermo-Mechanically Treated bars Kg 1900000.00 47.58 90402000.00
Total 90402000.00
Schedule Schedule C-(E/W in cutting in soft Rock USSOR-2011 ITEMS)
Item- 1 E/W in cutting in soft Rock USSOR-2011 ITEMS
S No. Item No Description of Item Unit Qty Rate Amount
Page 3 of 13 Run Date/Time: 27/04/2022 17:20:03
DYCE-C-III-BPL-ENGINEERING/WEST CENTRAL RLY
TENDER DOCUMENT
Tender No: DYCE-C-III-BPL-11-2022 Closing Date/Time: 12/05/2022 15:00
4. Earthwork in cutting (Classified) in formation,
trolley refuges, side drains, level crossing
approaches, platforms, catch water drains,
diversion of nallah & finishing to required
dimension and slopes to obtain a neat
appearance to standard profile inclusive of all
labour, machine and materials and removing &
leading all cut spoils either to make spoil dumps
beyond 10m. from cutting edge or for filling in
embankment with all leads within the section
limit, lifts, ascent, descent, loading, unloading, all
taxes/royalty, clearance of site and all incidental
charges, bailing & pumping out water if required,
etc., complete as per directions of the Engineer-
in-Charge. The work is to be executed as per
Latest / updated edition of "Guidelines for
Earthwork in Railway Projects" issued by RDSO,
Lucknow. Cut trees shall be property of Railways
and to be deposited in the railway godown
unless specified otherwise in the Special
conditions of contract
1 013111 In all conditions and classifications of soil except
rock
cum 8200.00 126.04 1033528.00
2 013112 Soft rock not requiring blasting in all Conditions cum 8200.00 191.45 1569890.00
3 013115 In any other type of soil not covered above
where classification is not possible
cum 400.00 126.04 50416.00
Felling trees of girth (measured at a height of 1m
above ground level) including lead and stacking
of material within 100m. Note : 1. When stumps
are grubbed up in addition, the rates shall be
doubled for trees cut and grubbed. 2. Payment
for grubbing shall only be made where specially
ordered. 3. Grubbing shall be ordered only
where it is essential to remove the stumps,
including the roots, as per specification. 4.
Grubbing shall include removal of roots of trees
and saplings to a depth of 60 cm below ground
level or 30 cm below formation level or 15 cm
below sub grade level, whichever is lower
4 014031 Girth over 30 cm and upto 60 cm Each 10.00 93.50 935.00
5 014032 Girth over 60 cm and upto 1.5m Each 10.00 253.80 2538.00
6 014033 Girth over 1.5m upto 3 m Each 10.00 503.70 5037.00
7 014034 Girth over 3 m Each 10.00 843.90 8439.00
Total 2670783.00
Schedule Schedule D-(E/W in cutting in Hard Rock USSOR-2011 ITEMS)
Item- 1 E/W in Cutting in Hard Rock USSOR-2011 ITEMS
S No. Item No Description of Item Unit Qty Rate Amount
Page 4 of 13 Run Date/Time: 27/04/2022 17:20:03
DYCE-C-III-BPL-ENGINEERING/WEST CENTRAL RLY
TENDER DOCUMENT
Tender No: DYCE-C-III-BPL-11-2022 Closing Date/Time: 12/05/2022 15:00
5. Earthwork in cutting (Classified) in formation,
trolley refuges, side drains, level crossing
approaches, platforms, catch water drains,
diversion of nallah & finishing to required
dimension and slopes to obtain a neat
appearance to standard profile inclusive of all
labour, machine and materials and removing &
leading all cut spoils either to make spoil dumps
beyond 10m. from cutting edge or for filling in
embankment with all leads within the section
limit, lifts, ascent, descent, loading, unloading, all
taxes/royalty, clearance of site and all incidental
charges, bailing & pumping out water if required,
etc., complete as per directions of the Engineer-
in-Charge. The work is to be executed as per
Latest / updated edition of "Guidelines for
Earthwork in Railway Projects" issued by RDSO,
Lucknow. Cut trees shall be property of Railways
and to be deposited in the railway godown
unless specified otherwise in the Special
conditions of contract
1 013113 In hard rock requiring blasting with explosives
and blasting/drilling equipment Including all
incidental work in all conditions. Rate includes
cost of all explosive material
cum 5000.00 316.39 1581950.00
2 013114 In rock and very hard rock with hammer / chisel /
pavement breaker etc. where blasting is not
permitted due to special circumstances and if
specifically ordered in writing incl. drilling and all
incidental work in all conditions
cum 2000.00 391.24 782480.00
Total 2364430.00
Schedule Schedule E-(General and Bridges Work USSOR-2011 ITEMS)
Item- 1 General and Bridges Work USSOR-2011 ITEMS
S No. Item No Description of Item Unit Qty Rate Amount
Earth work in excavation as per approved
drawings and dumping at embankment site or
spoil heap, within railway land, including 50m
lead and 1.5m lift, the lead to be measured from
the centre of gravity of excavation to centre of
gravity of spoil heap: the lift to be measured from
natural ground level and paid for in layers of
1.5m each, including incidental work, as per
specifications-in
1 011011 All kinds of soils cum 442.00 82.76 36579.92
2 011040 Extra for manual compaction of earthwork,
where permitted, with rammers
cum 2200.00 5.71 12562.00
3 012010 Extra over item 011010 for excavation in
foundations for buildings and bridges to cover
dressing to neat dimension and plumbing sides
etc. Note : Dressing under this item is payable
for the total quantity of excavation in foundation
and not partly
cum 442.00 8.70 3845.40
Providing and laying cement concrete, up to
plinth in retaining walls, walls (any thickness)
including attached plasters, columns, pillars,
posts, struts, buttresses, string or lacing courses,
parapets, coping, bed blocks, anchor blocks,
plain window sills, fillets etc, excluding the cost of
cement and of shuttering, centering.
4 031021 1:3:6 (1 cement : 3 sand : 6 graded stone
aggregate 20mm nominal size)
cum 129.00 1673.38 215866.02
5 031023 1:2:4 (1 cement : 2 sand : 4 graded stone
aggregate 20mm nominal size)
cum 70.00 1643.29 115030.30
Page 5 of 13 Run Date/Time: 27/04/2022 17:20:03
DYCE-C-III-BPL-ENGINEERING/WEST CENTRAL RLY
TENDER DOCUMENT
Tender No: DYCE-C-III-BPL-11-2022 Closing Date/Time: 12/05/2022 15:00
6. Providing and laying in position cement concrete
of M 20 grade, excluding the cost of cement and
of centering and shuttering, as per direction of
the Engineer in charge :
6 031051 All works upto Plinth level cum 300.00 1590.16 477048.00
7 031052 All works above plinth level in retaining walls,
walls (of any thickness) including attached
pilasters, columns, pillars, posts, struts,
buttresses, anchor blocks, parapets, copings,
bed blocks, string or lacing courses, window sills,
fillets, kerbs, steps etc.
cum 200.00 1721.48 344296.00
Centering and shuttering including strutting,
propping etc. and removal of form work for :
8 031061 Foundations, footings, bases of columns Sqm 1000.00 111.95 111950.00
9 031062 Retaining walls, return walls, walls (any
thickness) including attached plasters,
buttresses, plinth and string courses fillets etc.
Sqm 4000.00 179.30 717200.00
Providing, hoisting and fixing in position upto
floor two level M20 Grade precast RCC work
including setting in cement mortar 1:3 (1 cement
: 3 coarse sand) and finishing smooth with 6mm
thick cement plaster 1:3 (1 cement : 3 fine sand)
on exposed surfaces complete including cost of
centering, shuttering, finishing, Admixtures in
recommended proportion (as per IS:9103) to
accelerate, retard setting of concrete, improve
workability without impairing strength and
durability, excluding cost of cement and steel
reinforcement, as per approved plan & direction
of Engineer incharge.
10 043015 In slabs for drain covers, manhole covers, flue
tops etc.
cum 20.00 2377.67 47553.40
Earth work in excavation for foundations and
floors of the bridges, retaining walls etc.,
including setting out, dressing of sides, ramming
of bottom, getting out the excavated material,
back filling in layers with approved material and
consolidation of the layers by ramming and
watering etc. incl. all lift, disposal of surplus soil
upto a lead of 300 M, all types of shoring and
strutting with all labour and material complete as
per drawing and technical specification as
directed by Engineer in charge
11 192011 All kinds of soils cum 4750.00 215.38 1023055.00
12 192012 Ordinary rock cum 1700.00 216.55 368135.00
13 192013 Hard rock ( requiring blasting) cum 1200.00 296.11 355332.00
14 192014 Hard rock ( blasting prohibited ) cum 1000.00 365.38 365380.00
15 192030 Providing and laying Plain Cement Concrete
1:3:6 with graded stone aggregate of 40 mm
nominal size, in foundation and floors, retaining
walls of bridges including mechanical mixing,
vibrating, pumping and bailing out water where
ever required with all materials and labour
complete but excluding the cost of cement and
shuttering as per drawings and technical
specifications as directed by Engineer
cum 400.00 1218.00 487200.00
Page 6 of 13 Run Date/Time: 27/04/2022 17:20:03
DYCE-C-III-BPL-ENGINEERING/WEST CENTRAL RLY
TENDER DOCUMENT
Tender No: DYCE-C-III-BPL-11-2022 Closing Date/Time: 12/05/2022 15:00
7. 16 192040 Providing and laying in position machine mixed,
machine vibrated and machine batched Design
Mix Cement Concrete M35 grade (Cast - in Situ)
using 20 mm graded crushed stone aggregate
and coarse sand of approved quality in RCC raft
foundation & Pile cap including finishing, Using
Admixtures in recommended proportions ( as per
IS 9103), if approved in Mix design to accelerate
or retard setting of concrete and/or improve
workability without impairing strength and
durability complete as per specifications and
direction of the Engineer in charge. Payment for
cement, reinforcement and shuttering shall be
paid extra
cum 2125.00 1476.63 3137838.75
17 192050 Providing and laying in position machine mixed,
machine vibrated and machine batched Design
Mix Cement Concrete M20 grade (Cast - in Situ)
using 20 mm graded crushed stone aggregate
and coarse sand of approved quality in
Abutment, pier, wing walls and return walls of
Mass cement concrete above RCC raft Including
finishing complete as per specifications and
direction of the Engineer in charge. Payment for
cement, reinforcement and shuttering shall be
paid extra
cum 100.00 1476.63 147663.00
Providing and laying in position machine mixed,
machine vibrated and machine batched Design
Mix Cement Concrete M35 grade (Cast - in Situ)
using 20 mm graded crushed stone aggregate
and coarse sand of approved quality for the
following Reinforced cement concrete structural
elements up to height of 10 M from foundation
top level, including finishing, Using Admixtures in
recommended proportions ( as per IS 9103), if
approved in Mix design to accelerate or retard
setting of concrete and/or improve workability
without impairing strength and durability
complete as per specifications and direction of
t h e Engineer in charge. Payment for cement,
reinforcement and shuttering shall be paid extra
18 192061 Abutment & Pier cum 3626.00 1550.46 5621967.96
19 192062 Wing wall and Return wall cum 2705.00 1624.29 4393704.45
20 192063 Abutment cap, Pier Cap, Inspection Platform &
Pedestal over Pier cap, Fender wall, Diaphragm
wall, etc.
cum 460.00 1698.12 781135.20
21 192064 Approach slab at formation level, Dirt wall/ ballast
wall at formation level
cum 340.00 1771.96 602466.40
22 192065 Extra for every increase of 1 M or part thereof in
the height above 10 M & 20 M
cum/m
height
1500.00 27.61 41415.00
23 195020 Providing and applying two coats of coal tar or
bitumen confirming to IS 3117 - 1965 on the top
and sides of RCC box/slabs @ 1.70 Kgs / Sqm
after cleaning the surface with all labour and
materials complete job as directed by the
Engineer
Sqm 3000.00 104.18 312540.00
Centring and shuttering including strutting,
propping etc. and removal of form for :
24 195031 RCC raft foundation & Pile cap Sqm 2120.00 111.50 236380.00
25 195032 Abutment, pier, wing walls and return walls Sqm 10300.00 179.30 1846790.00
26 195033 Abutment cap, Pier Cap, Inspection Platform &
Pedestal over Pier cap, Fender wall, Diaphragm
wall, etc.
Sqm 1250.00 185.57 231962.50
27 195034 Approach slab at formation level, Dirt wall/ ballast
wall at formation level
Sqm 1240.00 111.50 138260.00
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DYCE-C-III-BPL-ENGINEERING/WEST CENTRAL RLY
TENDER DOCUMENT
Tender No: DYCE-C-III-BPL-11-2022 Closing Date/Time: 12/05/2022 15:00
8. 28 221050 Providing and laying Pitching with stone boulders
weighing not less than 35 kg each with the voids
filled with spalls on slopes laid over prepared
filter media including boulder apron laid dry in
front of toe of embankment complete as per
drawing and Technical specifications (Filter
media to be paid separately under the relevant
item)
cum 622.00 806.98 501941.56
29 221070 Providing and laying Filter material As Per RDSO
Specifications underneath pitching in slopes
complete as per drawing and Technical
specification
cum 111.00 1072.68 119067.48
30 222030 Supply and laying of quarry dust including
consolidation, supply of all materials, labour,
lead, lift, tools, plants, crossing of tracks as per
drawing and technical specification as directed
by the Engineer incharge in case loose slush is
encountered at site of foundation before casting
the foundation or before laying the filtering media
cum 400.00 538.48 215392.00
31 222180 Providing and laying of filter media consisting of
granular materials of GW, GP, SW groups as per
IS 1498-1970 in required profile behind boulder
filling of abutments, wing walls / return walls etc
above bed level with all labour and material
complete job as per drawing and technical
specification of RDSO Guidelines
cum 8000.00 865.72 6925760.00
Providing and laying water bound macadam with
specified stone aggregate, stone screening and
binding material including screening, sorting,
spreading to template and consolidation with
power road roller of 8 to 10 tonne capacity etc.
complete.
32 231041 Sub-base with stone aggregate 90mm to 45mm
including stone screening 13.2mm size
cum 600.00 852.70 511620.00
33 231042 Base course with 63mm to 45mm size including
stone screening 13.2mm size
cum 500.00 886.05 443025.00
34 231043 Base course with 53mm to 22.4mm size
including stone screening 11.2mm size
cum 500.00 881.98 440990.00
Providing and applying tack coat using bitumen
emulsion (Rapid setting) complying with IS:
8887- 1995, spraying the bitumen emulsion with
mechanically operated spray unit, cleaning and
preparing the existing road surface as per
specification
35 233011 On W.B.M. @ 0.4kg/ sqm Sqm 4000.00 21.76 87040.00
4cm thick bitumastic sheet with hot bitumen of
approved quality using stone chippings (60%
12.5mm nominal size and 40% 10mm nominal
size) 2.60cum and coarse sand 2.60cum of road
surface and with 478kg bitumen per 100sqm of
road surface over a tack coat including
consolidation with road roller of 8 to 10tonne etc.
complete (tack coat to be paid separately)
36 234021 With paving bitumen 80/ 100 heated and then
mixed with solvent at the rate of 70grams per kg.
of asphalt
Sqm 4000.00 199.94 799760.00
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DYCE-C-III-BPL-ENGINEERING/WEST CENTRAL RLY
TENDER DOCUMENT
Tender No: DYCE-C-III-BPL-11-2022 Closing Date/Time: 12/05/2022 15:00
9. 37 236020 Providing and laying design mix cement concrete
in roads, having a cube strength of M-30 using
cement, coarse sand and graded stone
aggregate of 40mm nominal size as per
approved design. mechanically vibrated, steel
form work, curing, providing and filling
construction & dummy joints with approved joint
filler (conforming to grade B of IS: 1834)
rounding of the edges, making & filling the
grooves as per drawing
cum 1080.00 1932.36 2086948.80
Earth work in excavation for foundations and
floors of the bridges, retaining walls etc.,
including setting out, dressing of sides, ramming
of bottom, getting out the excavated material,
back filling in layers with approved material and
consolidation of the layers by ramming and
watering etc. incl. all lift, disposal of surplus soil
upto a lead of 300 M, all types of shoring and
strutting with all labour and material complete as
per drawing and technical specification as
directed by Engineer in charge
38 192011(192020) Extra for the quantity of works, executed in or
underwater and/ or liquid mud including pumping
out water as required [RATE = 20% of Basic
Items]
cum 1300.00 43.08 56004.00
39 192012(192020) Extra for the quantity of works, executed in or
underwater and/ or liquid mud including pumping
out water as required [RATE = 20% of Basic
Items]
cum 800.00 43.31 34648.00
40 192013(192020) Extra for the quantity of works, executed in or
underwater and/ or liquid mud including pumping
out water as required [RATE = 20% of Basic
Items]
cum 1800.00 59.22 106596.00
Total 34501949.14
4. ELIGIBILITY CONDITIONS
Important : All documents uploaded and remarks / confirmation entered by the bidders against any eligibility condition
shall be opened as part of technical bid only
Standard Financial Criteria
S.No. Description Confirmation
Required
Remarks
Allowed
Documents
Uploading
1
The tenderer must have received contractual payments in the previous three financial
years and the current financial year upto the date of inviting of tender, at least 150% of
the advertised value of the tender. The tenderers shall submit Certificates to this effect
which may be an attested Certificate from the concerned department/client and/or
Audited Balance Sheet duly certified by the Chartered Accountant/Certificate from
Chartered Accountant duly supported by Audited Balance Sheet. For the last financial
year ended and/or the current financial year if audited balance sheet is not available,
contractual amount received duly certified by the Chartered Accountant shall be
considered as a proof of turnover. Note - Client certificate from other than Govt
Organization should be duly supported by Form 16A/26AS generated through TRACES
of Income Tax Department of India.
No No
Allowed
(Mandatory)
Submission of Document Verification Certificate
S.No. Description Confirmation
Required
Remarks
Allowed
Documents
Uploading
1
Please submit a certificate in the prescribed format (please download the format from the
link given below) for verification / confirmation of the documents submitted for
compliance of eligibility / qualifying criteria. Non submission of the certificate, or
submission of certificate either not properly filled in, or in a format other than the
prescribed format shall lead to summary rejection of your offer.
( Click here to download the Format of Self Certificatio)
No No
Allowed
(Mandatory)
Page 9 of 13 Run Date/Time: 27/04/2022 17:20:03
DYCE-C-III-BPL-ENGINEERING/WEST CENTRAL RLY
TENDER DOCUMENT
Tender No: DYCE-C-III-BPL-11-2022 Closing Date/Time: 12/05/2022 15:00
10. Standard Technical Criteria
S.No. Description Confirmation
Required
Remarks
Allowed
Documents
Uploading
1
(a) The tenderer must have successfully completed any of the following during last 07
(seven) years, ending last day of month previous to the one in which tender is invited*:
Three similar works each costing not less than the amount equal to 30% of advertised
value of the tender, OR Two similar works each costing not less than the amount equal
to 40% of advertised value of the tender, OR One similar work costing not less than the
amount equal to 60% of advertised value of the tender. (b) (i) In case of tenders for
composite works (e.g. works involving more than one distinct component, such as Civil
Engineering works, S&T works, Electrical works, OHE works etc. and in the case of
major bridges - substructure, superstructure etc.), tenderer must have successfully
completed any of the following during last 07 (seven) years, ending last day of month
previous to the one in which tender is invited*: Three similar works each costing not less
than the amount equal to 30% of advertised value of each component of tender, OR Two
similar works each costing not less than the amount equal to 40% of advertised value of
each component of tender, OR One similar work costing not less than the amount equal
to 60% of advertised value of each component of tender. Note for b(i):Separate
completed works of minimum required values for each component shall also be
considered for fulfillment of technical eligibility criteria. (b) (ii) In such cases, what
constitutes a component in a composite work shall be clearly pre-defined with estimated
tender cost of it, as part of the tender documents without any ambiguity. (b) (iii) To
evaluate the technical eligibility of tenderer, only components of work as stipulated in
tender documents for evaluation of technical eligibility, shall be considered. The scope of
work covered in other remaining components shall be either executed by tenderer
himself if he has work experience as mentioned in clause 7 (a) (ii) of Part-II of GCC or
through subcontractor fulfilling the requirements as per clause 7 of Part-II of GCC or
jointly i.e., partly himself and remaining through subcontractor, with prior approval of
Chief Engineer in writing. However, if required in tender documents by way of Special
Conditions, a formal agreement duly notarised, legally enforceable in the court of law,
shall be executed by the main contractor with the subcontractor for the component(s) of
work proposed to be executed by the subcontractor(s), and shall be submitted along with
the offer for considering subletting of that scope of work towards fulfilment of technical
eligibility. In case after award of contract or during execution of work it becomes
necessary for contractor to change subcontractor, the same shall be done with
subcontractor(s) fulfilling the requirements as per clause 7 of Part-II of GCC, with prior
approval of Chief Engineer in writing.
No No
Allowed
(Mandatory)
1.1
Note: Work experience certificate from private individual shall not be considered.
However, in addition to work experience certificates issued by any Govt. Organization,
work experience certificate issued by Public listed company having average annual
turnover of Rs 500 crore and above in last 3 financial years excluding the current
financial year, listed on national Stock Exchange or Bombay Stock Exchange,
incorporated/registered atleast 05 years prior to the date of opening of tender, shall also
be considered provided the work experience certificate has been issued by a person
authorized by the Public listed company to issue such certificates. In case tenderer
submits work experience certificate issued by public listed company, the tenderer shall
also submit along with work experience certificate, the relevant copy of work order, bill of
quantities, bill wise details of payment received duly certified by Chartered Accountant,
TDS certificates for all payments received and copy of final/last bill paid by company in
support of above work experience certificate.
No No Not Allowed
1.2
Defination of Similar Work :- Any Civil Engineering work involving construction of bridges
and/or substructure of bridges with open/pile/well foundation having individual span of at
least 12.2m or minimum overall span of 18.3m excluding Foot Over Bridge.
No No Not Allowed
5. COMPLIANCE
Important : All documents uploaded and remarks / confirmation entered by the bidders against any compliance
condition shall be opened as part of technical bid only.
Commercial-Compliance
S.No. Description Confirmation
Required
Remarks
Allowed
Documents
Uploading
1
Please enter the percentage of local content in the material being offered.
Please enter 0 for fully imported items, and 100 for fully indigenous items. The
definition and calculation of local content shall be in accordance with the Make
in India policy as incorporated in the tender conditions.
No Yes
Allowed
(Optional)
Page 10 of 13 Run Date/Time: 27/04/2022 17:20:03
DYCE-C-III-BPL-ENGINEERING/WEST CENTRAL RLY
TENDER DOCUMENT
Tender No: DYCE-C-III-BPL-11-2022 Closing Date/Time: 12/05/2022 15:00
11. General Instructions
S.No. Description Confirmation
Required
Remarks
Allowed
Documents
Uploading
1
TENDERER MUST GO THROUGH THE TENDER DOCUMENTS TO
ACCERTAIN AND GET THEM KNOWLEDGE OF GENERAL CONDITIONS OF
CONTRACT, TENDERING CONDITIONS OF E TENDERING AND DOUBLE
BID SYSTEM. THE TENDERER MUST ALSO GO THROUGH THE OTHER
DOCUMENTS SUCH AS SPECIAL CONDITION, SPECIFICATIONS,
DRAWINGS, SCOPE OF WORK ETC ATTACHED AS DOCUMENTS ON THE
WEBSITE.
No No Not Allowed
Special Conditions
S.No. Description Confirmation
Required
Remarks
Allowed
Documents
Uploading
1
1. If natural sand is not available then manufactured sand (M-sand) may be
permitted except Bridge work confirming to IS-383-1970 (for concrete work),
IS-2116-1980 (for Brick / Block work) & IS-1542-1992 (for Plastering work) and
approved by Engineer-in-charge.
No No Not Allowed
Technical-Compliances
S.No. Description Confirmation
Required
Remarks
Allowed
Documents
Uploading
1
Bid Capicity :- For works costing more than Rs.20 cr or as prescribed by
Railways for the tender, the tenderers who meet the Minimum Eligibility
Criteria will be qualified only if their Available Bid Capacity is equal to or more
than the Total Bid Value of the Present Tender. Available Bid Capacity shall be
calculated as under: Available Bid Capacity = [A x N x 2] - B Where A =
Maximum value of construction works executed and payment received in any
one financial year during the current and last three financial years immediately
preceding the current financial year, upto date of opening of tender, taking into
account the completed as well as works in progress. N = Number of years
prescribed for completion of work for which bids has been invited. B = Value of
existing commitments and balance amount of ongoing works with the tenderer
to be completed in next 'N' years.
No No
Allowed
(Mandatory)
2
As per para 2.23 chapter 2 of tender document, "Mandatory Documents
required to be uploaded up to the time and date of opening of Tender, in
absence of which, the offer shall be SUMMARILY REJECTED. No suo motto
cognizance of any document available in public domin (i.e. on internet etc) or
in Railways record/office files etc will be taken for consideration of the tender, if
no such mention is available in tender offer submitted
No No
Allowed
(Mandatory)
Undertakings
S.No. Description Confirmation
Required
Remarks
Allowed
Documents
Uploading
1
I/ We have visited the works site and I / We am / are aware of the site
conditions.
No No Not Allowed
Custom
S.No. Description Confirmation
Required
Remarks
Allowed
Documents
Uploading
Page 11 of 13 Run Date/Time: 27/04/2022 17:20:03
DYCE-C-III-BPL-ENGINEERING/WEST CENTRAL RLY
TENDER DOCUMENT
Tender No: DYCE-C-III-BPL-11-2022 Closing Date/Time: 12/05/2022 15:00
12. 1
In case, tenderer is a Sole Proprietorship Firm, following documents shall be
submitted: (i)Affidavit certifying the Sole Proprietorship of the Firm as per
Annexure-IV. (ii) Special Power of Attorney in favour of the individual to sign
the tender on behalf of the Sole Proprietor and create liability against the
firmas per Annexure-V. (If applicable) In case, tenderer is from Hindu
Undivided Family (HUF), following documents shall be submitted: (i)A copy of
notarized affidavit on Stamp Paper declaring that he who is submitting the
tender on behalf of HUF is in the position of 'Karta' of Hindu Undivided
Family(HUF) and he has the authority, power and consent given by other
members to act on behalf of HUF. (ii)Special Power of Attorney in favour of the
individual to sign the tender on behalf of the HUFand create liability against the
firm as per Annexure-VII.(If applicable) In case, tenderer is a Partnership Firm,
the tenderer shall submit documents as mentioned in Chapter-8of the Tender
Document: In case, tenderer is a Private / Limited Company registered under
Companies Act 2013, following documents shall be submitted: (i) The copies
of MOA (Memorandum of Association) / AOA (Articles of Association) of the
Company. (ii) A copy of Certificate of Incorporation (iii)Resolution of Board of
Directors in favour of the individual to sign the tender on behalf of the
company as per Annexure-IX (iv)Special Power of Attorney (backed by the
resolution of Board of Directors) in favour of the individual to sign the tender
on behalf of the company and create liability against the company as per
Annexure-X. (v)Declaration regarding constitution of the Company, for
merging of another company, details required for the entire period for the
qualifying period of last seven years as per the proforma given inAnnexure-
XXIV. (vi)Following additional documents are required to be
furnished(mandatory in case of merger with another company: a)Details of
company getting merged as per Annexure III. b)Copy of Memorandum of
Association/ Articles of Association of the Company getting merged.
c)Resolution by the Board of Directors for the merger of the company(s) with
the tenderer. d)Proofs of surrender of previous PAN no. e)Documents for the
technical and financial criteria, bid capacity etc. as claimed w.r.t. such
Company(s) joining the existing Company, as per paratender document para
2.27, 6.1, 6.2, 7.2 A and 7.3.
No No
Allowed
(Mandatory)
1.1
In case, tenderer is a LLP (Limited Liability Partnership) firm registered under
LLP Act-2008, following documents shall be submitted: (i) A copy of LLP
Agreement (ii) A copy of Certificate of Incorporation (iii) Resolution of Partners
in favour of the individual to sign the tender on behalf of the LLP Firm as per
Annexure-XI. (iv)Special Power of Attorney (backed by the resolution of
Partners) in favour of the individual to sign the tender on behalf of the LLP
Firm and create liability against the company as per Annexure-XII.
(v)Declaration by the newly formed LLP firm as per proforma given in
Annexure-XXII. (vi)Declaration by the existing LLP firm as per proforma given
in Annexure-XXIII. (vii)With respect to the declaration above, in case, (a)Newly
formed LLP firm has/ have as one or more partner(s) from previous
proprietary firm(s) or dissolved previous LLP firm(s) or partnershipfirm(s) or
split previous LLP firm(s)or partnershipfirm(s), (b)Existing LLP firm (a) joining
of new one or more partner(s) in the existing LLP firm, (b) quitting of one or
more partner(s) from the existing LLPfirm (c)Following additional documents
are required to be furnished (mandatory as applicable) 1.Details of previous
Propriety firm / Partnership Firm/ LLP firm as per Annexure III. 2.A copy of
previous Partnership Firm (Notarized or duly registered with the Registrar)
3.Affidavit as per proforma given of Annexure -IV for previous Proprietory firm
(duly executed on stamp paper and notarized). 4.Copy of previous LLP
agreement and certificate of incorporation. 5.Dissolution deed/ splitting deed of
the previous Partnership deed or LLP agreement (in case of dissolution of
previous Partnership firm/ LLP firm) 6.Proof of surrender of previous PAN no.
(in case of dissolution of previous Partnership firm, LLP firm or Proprietary
firm) 7.Documents for the technical and financial criteria, bid capacity etc. as
claimed w.r.t. such partner(s) joining the new/ existing LLP firm, as per tender
document para 2.27, 6.1, 6.2, 7.2 Aand 7.3. In case, tenderer is a Registered
Society & Registered Trust, following documents shall be submitted: (i) A copy
of the Certificate of Registration (ii) A copy of Deed of Formation (iii) A copy of
SpecialPower of Attorneyin favour of the individual to sign the tender
documents and create liability against the Society/Trust as per Annexure-XIII.
No No
Allowed
(Mandatory)
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DYCE-C-III-BPL-ENGINEERING/WEST CENTRAL RLY
TENDER DOCUMENT
Tender No: DYCE-C-III-BPL-11-2022 Closing Date/Time: 12/05/2022 15:00
13. 1.1.1
In case, tenderer is a Joint Venture (JV), the tenderer shall submit documents
as mentioned in Chapter-9 of the Tender Document: Note for Clause no. 4.1.1
to 4.1.7:- (i)An undertaking should be submitted by Sole Proprietor / all
partners of the Partnership firm/Company/LLP/JV/Registered
Society/Registered Trust/HUF that they are not blacklisted or debarred by
Railways or any other Ministry/Department of the Govt. of India from
participation in tenders/contracts as on the date of opening of bids, either in
their individual capacity or in any firm in which they were/are partners.
Concealment / wrong information in regard to above shall make the contract
liable for determination under Clause 62 of the General Conditions of Contract.
(Annexure-XXXVII). (ii)The tenderer whether Sole Proprietor / a Company or a
Partnership Firm / Joint Venture (JV) / Registered Society / Registered Trust /
HUF etc. if they want to act through agent or individual partner(s), should
submit along with the tender, a copy of Power of Attorney duly stamped and
authenticated by a Notary Public or by Magistrate in favour of the specific
person whether he/they be partner(s) of the firm or any other person
specifically authorizing him/them to submit the tender, sign the agreement,
receive money, co-ordinate measurements through contractor's authorized
engineer, witness measurements, sign measurement books, compromise,
settle, relinquish any claim(s) preferred by the firm and sign "No Claim
Certificate" and refer all or any disputes to arbitration. Such Power of Attorney
shall be submitted even if such specific person is authorized for the above
purposes through any other document. (iii)All the requisite documents in
support of Minimum Eligibility Criteria as specified in relevant clauses of
Chapter-6.
No No
Allowed
(Mandatory)
2 Particulars and Mandate Form of Tenderer as per Annexure-III. No No
Allowed
(Mandatory)
3
An undertaking by Proprietor / all partners of the
Partnership/Company/LLP/JV/Registered Society/Registered Trust/HUF that
they are not blacklisted or debarred by Railways or any other
Ministry/Department of the Govt. of India from participation in
tenders/contracts as on the date of opening of bids, either in their individual
capacity or in any firm in which they were/are partners as per Annexure-
XXXVII
No No
Allowed
(Mandatory)
4
Information and particulars regarding employed retired Railway Engineer (s)/
Officer(s) of the Gazetted rank [A per Annexure-XXVII]
No No
Allowed
(Mandatory)
6. Documents attached with tender
S.No. Document Name Document Description
1
TENDERDOCUMENTNIT-11-
2022-DYCEC-III-
BPLBRIDGEWORK.pdf
TENDER DOC NT 11 2022 DYCEC3BPL
2
ScopeandsplconditionofworkNIT-
11-2022.pdf
Scope and SPL conditions NIT 11 2022
This tender complies with Public Procurement Policy (Make in India) Order 2017, dated 15/06/2017, issued by
Department of Industrial Promotion and Policy, Ministry of Commerce, circulated vide Railway Board letter no.
2015/RS(G)/779/5 dated 03/08/2017 and 27/12/2017 and amendments/ revisions thereof.
As a Tender Inviting Authority, the undersigned has ensured that the issue of this tender does not violate provisions of
GFR regarding procurement through GeM.
Signed By: ADIB REHMAN
Designation : Dy.CEC-III-BPL
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DYCE-C-III-BPL-ENGINEERING/WEST CENTRAL RLY
TENDER DOCUMENT
Tender No: DYCE-C-III-BPL-11-2022 Closing Date/Time: 12/05/2022 15:00