Housing Urban and Rular Development Government Departments Closing in 7 days TDR #56908148

Tender For Construction Work Of 48M Span Steel Truss Pedestrian Bridge Over Mayapur Escape Channel To Connect Satighat With Bairagi C Under Kumbh Mela-2027.

Issued by Government Departments · Haridwar, Uttarakhand
Tender Value
1.59 Crore
Estimated cost
Bid Submission
27 Aug 2026
7 days left
EMD
3.20 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Haridwar → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Work Of 48M Span Steel Truss Pedestrian Bridge Over Mayapur Escape Channel To Connect Satighat With Bairagi C Under Kumbh Mela-2027.

BOQ

Name of Work:- Construction work of 48m span steel truss pedestrian bridge over Mayapur Escape Channel to connect Satighat with Bairagi C under Kumbh Mela-2027.
Sl. No. Item Description
1Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil (Mechanical Means)
2Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M15
3Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M35 With Batching Plant, Transit Mixer and Concrete Pump
4Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
5Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M35 Height upto 5m With Batching Plant, Transit Mixer and Concrete Pump.
6Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M35 Height 5m to 10m With Batching Plant, Transit Mixer and Concrete Pump.
7Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. RCC Grade M40 Height 5m to 10m With Batching Plant, Transit Mixer and Concrete Pump.
8Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications.
9Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications Note: 1. In case of stone masonry, the size of the weep hole shall be 150 mm x 80 mm or circular with 150 mm diameter. 2. For structure in stone masonry, the weep holes shall be deemed to be included in the item of stone masonry work and shall not be paid separately.
10Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications)
11Tubular Steel Railing on Medium Weight steel channel ( ISMC series) 100 mm x 50 mm (Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings)
12Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade)
13Dewatering from foundation of abutments and wing walls (with pump capacity 4000 lit per Hr.) including wages of operator and fuel includingsupply of all material, labour and T&P etc. required for proper completion of the work.
14Providing and Laying of Interlocking Concrete Block (M-35) Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
15Plain/Reinforced cement concrete in super-structure complete as per drawing and technical specifications. PCC Grade M15.
16Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. RCC/ PSC Grade M35 Using Batching Plant, Transit Mixer and Concrete For solid slab super-structure Pump Height 5m to 10m
17Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.)
18Drainage Spouts complete as per drawing and Technical specification.
19Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
20Supply and fabrication of steel truss bridge as per detailed drawing attached including supply of all structural steel E-350 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.
21Erection of Steel Truss (Girder) Bridge (up to 60m span) 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. Servicebolts to used shall be of approvedmake. The rate including of cost of al 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 specificationno. 1905 with due regard of mansoon and as perdirections of the engineer-in-charge.
22Supplying, fitting and fixing in position true to line and level POT-PTFE bearing (Excluding Cost of Bearing) consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
23FIXED BEARING - 61.71Tonne
24FREE BEARING - 61.71Tonne
25LONGITUDINAL BEARING - 61.71Tonne
26TRANSVERSE GUIDED BEARING - 61.71Tonne
27Supply and fixing of high friction grip bolts nut and washers confirming to the latest IS Code including all labour, material, T&P etc. required for proper completion of the work, 10.9 grade
2812MM DIA HSFG BOLT 10.90 Grade ( 48m span)-M12X70
2912MM DIA HSFG BOLT 10.90 Grade ( 48m span)-M12X80
3016MM DIA HSFG BOLT 10.90 Grade ( 48m span)-M16X70 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56908148
AUTHORITY Government Departments
TENDER VALUE 1.59 Crore
LAST DATE 27-08-2026
Authority
Authority Name Public Works Department
Work Description Tender for Construction Work Of 48M Span Steel Truss Pedestrian Bridge Over Mayapur Escape Channel To Connect Satighat With Bairagi C Under Kumbh Mela-2027.
Basic Detail
Tender No 2152/06C-Civil Circle/26 Dated 03.08.2026
Bidding Type Tender
Location
City Haridwar
State Uttarakhand
Key Dates
Publish Date 08 Aug 2026
Submission Date 27 Aug 2026
Open Date 29 Aug 2026
Finance
Tender Value 1.59 Crore
Tender Fee 5900
EMD 3.20 Lakhs
Exemption Not Available
Document List
BOQ_116481.xls
Drawings.pdf
e2094ecc-dd0d-451a-afbc-40e136dcc396.html
SBD_Sattighat.pdf
Tendernotice_1 (17).pdf

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Tender Timeline

Aug 08, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 27, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 7 days
Aug 29, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 9 days

Tender Documents

Download All (ZIP) ↓
xls

BOQ_116481.xls

pdf

Drawings.pdf

html

e2094ecc-dd0d-451a-afbc-40e136dcc396.html

pdf

SBD_Sattighat.pdf

pdf

Tendernotice_1 (17).pdf

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