Tender For Econstruction Of A Bridge At Rd 99500 Of The Mukandpur Distributary
Tender Value
14.10 Lakhs
Estimated cost
Bid Submission
05 Nov 2026
4 days left
EMD
28000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Shahid Bhagat Singh Nagar → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Econstruction Of A Bridge At Rd 99500 Of The Mukandpur Distributary
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-Oct-2026 | Corrigendum 5 | Date | 24-Oct-2026 |
| 2 | 19-Oct-2026 | Corrigendum 1 | Date | 22-Oct-2026 |
| 3 | 29-Oct-2026 | Corrigendum 12 | Date | 05-Nov-2026 |
| 4 | 26-Oct-2026 | Corrigendum 11 | Date | 29-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling brick work tile, masonry or tile lining (b) In cement |
| 2 | Dismantling concrete (e)Reinforced cement concrete |
| 3 | Earth 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 excavated surplus soil. (Depth upto 3 m) by mechanical means. |
| 4 | Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 |
| 5 | Reinforced Cement Concrete in Open Foundation complete asper Drawing and TechnicalSpecifications.RCC Grade M25 With concrete mixer |
| 6 | Reinforced cement concrete in sub-structurecomplete as per drawing and Technical Specifications RCC Grade M25 Height upto 5mWith concrete mixer |
| 7 | Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure as per drawing and Technical Specification RCC Grade M 25-For Solid slab super-structure including centering and shuttering. Using Concrete Mixer. Height up to 5m |
| 8 | Furnishing and Placing Reinforced/ Prestressed cement concrete in superstructure as per drawing and Technical Specification RCC Grade M -30 For Solidslab super-structure including centering and shuttering. Using concrete mixer Heightup to 5m |
| 9 | Furnishing and Placing Reinforced cement concrete in super structure as per drawing and Technical Specification E RCC/PSC Grade M-40 Using Concrete Mixer (a) For Solid slab super-structure including centering and shutter (i) Height up to 5m |
| 10 | Drainage Spouts complete as per drawing no. SD/205 and Technical specification with0.6 meter long GI 100 mm dia drainage GI light grade pipe. (For Bridges) |
| 11 | Cement concrete lining 75mm. thick or less laid manually for irrigation channels, using cement concrete M15 with cement content 325 kg/cum mixed in an automatic computerized Batching & Mixing Plant and transported to the site in transit mixers with an average lead of 1 Km(FOR TRAPEZOIDAL SECTION AND CUP SECTION OF ALL RADII) |
| 12 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed andside slopes. |
| 13 | Providing and laying cement concrete M-15 for coping mixed in automatic computerised batching and mixing plant and transported to the site in transit mixers complete in all respect in PWD specifications |
| 14 | Earth work for lip cutting for lining of irrigation channels inclusive of all allowances, lead and dressing :-(a) 0 to 1.5 m depth |
| 15 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. |
| 16 | Providing and applying two coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ 1 Litre for 2 sqm. |
| 17 | Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012 with high intensity Microprismatic graderetro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 3mm thick aluminiumComposite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixingthe same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle ironsupported on a square hollow steel section post 60x60x3.2mmmm conforming to IS 4923 without cost ofdefinition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete asper clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 forretro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming toclause 6.7 of IRC 67-2012 .(b) Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 |
| 18 | Informatory sign board 600x600mm square as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and asper IRC 67 – 2012. with retro reflective high intensityMicroprismatic grade sheeting fixed over 3mm thickAluminium Composite Material (ACM) sheeting havingaluminium skin thickness of 0.25 to 0.3 mm on both sidedand fixing the same with suitable size aluminium alloyrivets @ 200 mm c/c to back support frame of 25x25x3mmangle iron supported on a square hollow steel sectionpost 60x60x3.2mm conforming to IS 4923 withoutcost of definition plate firmly fixed to ground in foundationconcrete M-25 of size 0.45x0.45x0.60m for verticalpost complete as per clause 801 of MORT&H specifications.Supplier shall provide a warranty as per clause 6.9 ofIRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming toclause 6.7 of IRC 67- 2012 . (c) Using high intensityMicroprismatic grade retro reflective Sheeting Type XI asper ASTM D 4956 09 and as per IRC 67 2012 |
| 19 | Earthwork for compaction in20 cm layers and dressing.Extra for watering the earth.Extra for rolling to specifications. |
| 20 | Excavation of Soil using Hydraulic Excavator and Hydraulic Tractor Trolly I/C Cutting and loading in Trolley and transporting to the embankment locations with all lifts and leads. (Lead 3km) |
| 21 | Asphaltic Plug joint Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm andvertical movement of 2 mm, depth of joint varying from 75mm to 100 mm, width varying from 500 mm to 750 mm (intraffic direction), covered with a closure plate of 200mm x6mm of weldable structural steel conforming to IS: 2062,asphaltic plug to consist of polymer modified bitumenbinder, carefully selected single size aggregate of 12.5mm nominal size and a heat resistant foam caulking/backer rod, all as per approved drawings and specifications. |
| 22 | Providing and installation of solar cateye produced from anengineered polymer selected for superior impact resistanceand weather-ability. The top of the solar stud should be transparent for solar charging and light output in active mode. Thebase of the body shall be yellow or neutral white asapproved by Engineer In-charge. The marker shallincorporate a solar panel (comprising of solar cells) forconverting solar energy into electricity, a storage device forstoring the energy, LEDs for illumination and a design for providing 360 degree smooth illumination. The Solar stud shall be roundin shape for providing illumination in all directions.The solar stud shall also have high reflective lenses forconspicuity in passive mode and dual shanks for improvedroad presence. The solar studs are intended for application directly onto pavement surfaces and shall be applied with epoxy resinadhesives designed for use with raised pavement markersand as supplied by the marker manufacturer separately. Thesolar cateye shall be of height: 65 ± 2 mm & Maximum Diameter: 136 ± 4 mm. The body of the solar cateye shall be resistant to dust and water ingress as per IP 65 standards. The marker shallsupport a load of 13635 Kg tested in accordance with ASTM D4280. |
| 23 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and Technical Specifications. |
| 24 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technicalspecifications. |
| 25 | Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications |
| 26 | Any Other Item Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 29, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Oct 24, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Oct 22, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Nov 05, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 days
Oct 29, 2026
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
CompletedNov 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysNov 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 4 daysTender Documents
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