Tender For Construction Work Of Temporary Steel Pile Girder Motor Bridge Adjacent To The Under-Construction Haridwar Bypass Road To Connect Jagjeetpur To Dakshdweep And Dismantling Work After Completion Of The Mela, Under Kumbh Mela-2027 (Including S
Tender Value
2.03 Crore
Estimated cost
Bid Submission
30 Sep 2026
5 days left
EMD
4.25 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Haridwar → Uttarakhand
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Work Of Temporary Steel Pile Girder Motor Bridge Adjacent To The Under-Construction Haridwar Bypass Road To Connect Jagjeetpur To Dakshdweep And Dismantling Work After Completion Of The Mela, Under Kumbh Mela-2027 (Including Steel Material).
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 25-Sep-2026 | Date Extended | Date | 30-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Supply and fabrication of steel truss bridge and steel pile foundation as per detailed drawing attached including supply of all structural steel confirming IS 226 - 1969 required for proper completion of the bridge including ground errection of the bridge and one coat of approved quality anticirrosive (red oxide) paint of confirming IS 5660, all T&P, nuts and bolts, washers and also including supply and fixing of shop rivets required as per drawing, required equipment shall be arranged by the contractor at his own cost which shall be taken back by the contractor after satisfactory execution of the job, the rates shall include ground errection in the workshop and its dismentling after inspection, approval and removing defects, match marking of all parts, numbering and proper stacking in the premises of workshop before cartage to site of work. The work shall be executed in accordance to IS - 1915. The rates shall include cost of all material, its wastage, cutting, bending if required, welding, making holes, shop riveting, labour, T&P etc. required for proper completion of the work. including cost of cartage from workshop to Bridge Site including safe stacking of parts. |
| 2 | Erection of Steel Truss (Girder) Bridge as per drawing with required camber including cartage of fabricated parts from the place of stack near site including submission of launching plan by the contractor, (duly vetted by a recognised reputable institution/ consultant if required) and approved by the engineer-in-charge. Service bolts to used shall be of approved make. The rate including of cost of all labour, T&P, equipments, civil work and consumables, cost of arranging, fabricating, errecting and dismantling of erection scheme including the cost of its designing, revising, supervision by contractor's designeer at site during erection, also including cost of all safety measures and necessary insurances of bridge and labours for proper completion of the work as per MORTH specification no. 1905 with due regard of mansoon and as per directions of the engineer-incharge. |
| 3 | Driving/ withdrawing of vertical steel Piles of I-section steel column 600x210 (ISMB Section) of length upto 11.00 m. including lifting, Positioning driving/ redriving with Crane and Vibro Hammer(8 Tonne), Levelling and finishing upto required top level by adding additional length/ Cutting the extra length and stacking near bridge site after withdrawing complete as per direction of engineer in charge including supply of T&P, labour complete but excluding pile I-section which shall be received by contractor from deptt. Laljiwala stock yard for proper completion of work as per Drawing and Technical Specification and as per direction of engineer incharge. (Length of pile driven in ground will be measured for payment) |
| 4 | Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level excluding Cutting of rivet as per Technical Specification Clause 202. Including dismembering |
| 5 | Cartage of Material from bridge site to Stock Yard laljiwala including loading, unloading and Stacking of material with all lead and lifts as per direction of engineer in charge. |
| 6 | Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 7 | Providing and Laying of Mechanically Woven Double Twisted Hexagonalshaped Gabions of galvanized steel, of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 3 mm for gabions, edge/selvedge wire diameter 3.9 mm and lacing wire diameter 2.2 mm. (The work includes filling boulders in the gabions). |
| 8 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 9 | Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 10 | Gravel/Soil-Aggregate Base (Table 400.2) Grading A Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as per Technical Specifications Clause 402 of MORD Grading A |
| 11 | Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. |
| 12 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m) Nominal mix (1:2:4) |
| 13 | Painting on Steel Surfaces Providing and applying two coats of enamal paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 |
| 14 | Providing a maintenance team consisting 1 no. Diesel Generator set, 1 no. Tractor trolly ( along with operator/ driver and fuel), 1 no. Welding machine set, One welder, 2 semi skilled mazdoor for 24 hrs ready for repair and maintenance of Temporary steel Bridges as and when required in kumbh mela area (1 day=24 hrs taken) |
| 15 | Dismantling of Gabions/wire crates as per directions of the engineer-in-charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 25, 2026
11:30 IST
Tender Published
Tender notice published.
Today
Sep 30, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 5 daysSep 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysOct 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender