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| # | Company | Amount |
|---|---|---|
| 1 | ₹3.8 Cr |
Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
30 May 2026, 5:00 pmClosed
MANISH KUMAR
DGM TECHNICAL
Udhog bhawan gandhi maidan
Ranjit Kumar
Executive Director (Project)
Construction of Balance Road at I/A Lohat Phase -1
132010
NIT-04/BIADA/2026-27
Open Tender
CIVIL
Madhubani
• REGISTRATION
Department
Registration No.
Class No.
Date of Issue
Date of Validity
• LEGAL STATUS OF BIDDER
ITB clause 4.3 (a)(Attach Self Attested Copy)
• PERMANENT ACCOUNT NUMBER (PAN)
• GST REGISTRATION
• COST OF BOQ
• BID SECURITY
(PLEDGED/ISSUED AFTER DATE OF TENDER (AS PER
CLAUSE NO. 16 OF SBD) Scanned Copy to be attached and
Original copy to be submitted in office)
• WORK EXPERIENCE OF SIMILAR NATURE
ITB clause 4.5 (A)(b) (AS PRESCRIBED IN NIT/SBD)
• QUANTITY WISE EXPERIENCE
(EXECUTED QUANTITY IN ANY ONE FINANCIAL YEA
R DURING LAST FIVE YEARS
• ANNUAL FINANCIAL TURN OVER OF LAST FIVE YE
ARS
ITB clause 4.5 (A)(a)
(Balance Sheet, Profit & Loss And Audit Report duly audited
by CA)
• LIQUID ASSETS AND OR AVAILABILITY OF CREDIT F
ACILITY (10% OF PROJECT COST) (ITB clause 4.5 B(c))
• BIDDING CAPACITY (BC=A*N*3-B)
(Should be more than the bid value) ITB clause 4.7 B
• (A) AMOUNT OF EXISTING COMMITMENTS AND ONG
OING WORKS
• (B) AMOUNT OF WORK FOR WHICH BID ALREADY SU
BMITTED
• BANKERS' CERTIFICATE FOR EVIDENCE OF ACCESS
TO OR AVAILABILITY OF CREDIT FACILITIES
• AFFIDAVIT
• CHARACTER CERTIFICATE
• UNDERTAKING
(i) Investment of minimum cash up to 25% of the value of the
work during implementation of the contract
• Bid Validity : 120 days
• LITIGATION HISTORY
(ITB clause 4.3 (j))
• PROPOSED METHODOLOGY AND PROGRAMME OF
CONSTRUCTION (ITB clause 4.3 (1) & 4.5(B)(a)
• TECHNICAL PERSONNEL
(ITB clause 4.5 B(b))
• LIST OF KEY PLANTS & EQUIPMENTS
(ITB clause 4.5 B(a))
• The bidder must have Experience of Interior Renovation/Building Work
CIVIL
PERCENTAGE
L1
1
25 documents required · 25 mandatory
₹11,800
Processing Fee: 5900
₹7.8 L
3rd Floor, Udyog Bhawan, East Gandhi Bhawan, Patna
9 Jul 2026
23 May 2026
1 Jun 2026
23 May 2026
30 May 2026
23 May 2026
25 May 2026
Clearing and Grubbing Road Land (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)
Hectare
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.)
Granular Sub-Base with Graded Material ( Table:- 400- 1)
Wet Mix Macadam (Plant mix method) (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base /base course on well prepared surface and compacting with vibratory roller to achieve the desired.density.)
Prime coat over WMM/WBM.Providing and applying primer coat with cutback MC-30 bitumine emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60kg/sqm using mechanical means.
Tack coat on Bitumen surfaces . Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
Dense Graded Bituminus Macadam Grading II. Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushe aggregates of specified grading premixed with bitumius binder @ 4.5 % by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 505 complete in all respect.
Bituminous concrete Grading -II Providing and laying bituminous Concrete with higher capacity batch type Hot Mix Plant using crushed aggregates of specified grading premixed with bitumius binder @ 5.4 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complete in all respect.
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control )
Construction of Subgrade and Earthen Shoulder
Cost of Work as per BOQ (Rs)
Date of Tender
Requirement
Affadavit as per SBD
(A) Indian post office term deposit 3 year/5year/National Saving Certificate/ Kishan Vikash Patra duly endorsed by the Competent Postal authority in Bihar issued in the same year.
As per NIT/SBD
As per NIT/SBD
As per NIT/SBD
As per attached SBD/Appendix
A = Maximum value of civil engineering works executed in any one year during the last five years (updated to the price level of the year indicated in Appendix) taking into account the completed as well as works in progress. N = Number of years prescribed for completion of the works for which bids are invited. B = Value (updated to the price level of the year indicated in Appendix) of existing commitments and on-going works to be completed during the next one year. (As per attached SBD)
As per format attached in SBD
As per format attached in SBD
As per format attached in SBD
As per format attached in SBD
Proposal, If any for sub contracting of elements of work, costing more that 10% of the Bid amount.
Authority to seek references from the bidders bankers.
The proposed methodology and programme of construction, backed with equipment planning and deployment, duly supported broad calculations and quality control procedures proposed to be adopted, justifying their capability of execution and completion of the work as per technical specifications within the stipulated period of completion as per milestones (As per attached SBD)
As per attached SBD
As per attached SBD
As per attached SBD
As per NIT/SBD
As per NIT/SBD
As per NIT/SBD
As per NIT/SBD
As per NIT/SBD
As per as per SBD
ABOVE/BELOW (+) or (-) QUOTED BY CONTRACTOR
aoc.json
Purchase Order
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
NIT-04.pdf
NIT • 0.34 MB
SBD-LOHAT PHASE-1 ,ROAD WORK.doc
NIT • 0.72 MB
BOQ-ROAD WORK LOHAT PHASE-1.xlsx
NIT • 0.02 MB
TECHNICAL-LOHAT PHASE-1 ,ROAD WORK.xls
NIT • 0.07 MB
FINANCIAL -LOHAT PHASE-1 ,ROAD WORK.xlsx
NIT • 0.02 MB
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