Drinking Water Supply and Sanitation Government Departments Closing in 0 days TDR #55754091

Tender for Estimate for Construction of Bridge at rd 74300 of Ibbon Minor.

Issued by Government Departments · Jalandhar, Punjab
Tender Value
32 Lakhs
Estimated cost
Bid Submission
30 Jul 2026
0 days left
EMD
64000
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Jalandhar → Punjab
EMD Exemption
Available
Quantity
Not Available

Project Description

Tender for Estimate for Construction of Bridge at rd 74300 of Ibbon Minor.

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 11-Jun-2026 Corrigendum 5 Date 19-Jun-2026
2 08-Jun-2026 Corrigendum 3 Date 10-Jun-2026
3 10-Jun-2026 Corrigendum 4 Date 11-Jun-2026
4 19-Jun-2026 Corrigendum 6 Date 26-Jun-2026
5 11-Jun-2026 Corrigendum 5 Date 19-Jun-2026
6 10-Jun-2026 Corrigendum 4 Date 11-Jun-2026
7 26-Jun-2026 Corrigendum 7 Date 06-Jul-2026
8 19-Jun-2026 Corrigendum 6 Date 26-Jun-2026
9 08-Jun-2026 Corrigendum 3 Date 10-Jun-2026
10 10-Jun-2026 Corrigendum 4 Date 11-Jun-2026
11 08-Jun-2026 Corrigendum 3 Date 10-Jun-2026
12 06-Jul-2026 Corrigendum 8 Date 16-Jul-2026
13 16-Jul-2026 Corrigendum 9 Date 23-Jul-2026
14 23-Jul-2026 Corrigendum 10 Date 30-Jul-2026

BOQ

Name of Work:-
Sl. No. Item Description
1Dismantling brick work tile masonry or tile lining in cement
2Dismantling RCC
3Earth 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)
4Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. A PCC Grade M15
5Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications RCC Grade M-25 Height upto 5m (i) Using batching plant,transit mixer and concrete pump
6Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications F RCC Grade M-25 Height upto 5m (i) Using batching plant,transit mixer and concrete pump
7Reinforced cement concrete in super-structure complete as per drawing and Technical Specifications RCC Grade M-25 Height upto 5m (i) Using batching plant,transit mixer and concrete pump for solid slab including centering and shuttering
8Reinforced cement concrete in super-structure complete as per drawing and Technical Specifications RCC Grade M-30 Height upto 5m (i) Using batching plant,transit mixer and concrete pump for solid slab including centering and shuttering
9Furnishing 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
10Providing, Laying , fixing & jointing of P.V.C. Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-Charge) along the Trenches and laying the same in Trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications.xvi 160mm o/d pipe of 6 Kgf. / sqcm
11Providing and fixing drainage spout complete as per drawing and Technical specification.
12Providing 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.
13Excavation 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.
14Earthwork for compaction in 20 cm layers and dressing.
15Filling Expansion Joints with special impervious bitumen material for joint size approx 375mm deep and 20mm wide.
16Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 3mm thick aluminium Composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mmmm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 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
17Informatory sign board 600x600mm square as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. with retro reflective high intensity Microprismatic grade sheeting fixed over 3mm thick Aluminium Composite Material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminium alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67- 2012 .(c) Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012
18Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as perdrawing and Technical Specifications. (CSR 21.33)
19Supplying, fitting and placing HYSD bar reinforcement in super-structure complete
20Providing and installation of solar cateye produced from an engineered polymer selected for superior impact resistance and weather-ability. The top of the solar stud should be transparent for solar charging and light output in active mode. The base of the body shall be yellow or neutral white as approved by Engineer In-charge. The marker shall incorporate a solar panel (comprising of solar cells) for converting solar energy into electricity, a storage device for storing the energy, LEDs for illumination and a design for providing 360 degree smooth illumination. The Solar stud shall be round in shape for providing illumination in all directions. The solar stud shall also have high reflective lenses for conspicuity in passive mode and dual shanks for improved road presence. The solar studs are intended for application directly onto pavement surfaces and shall be applied with epoxy resin adhesives designed for use with raised pavement markers and as supplied by the marker manufacturer separately. The solar 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 shall support a load of 13635 Kg tested in accordance with ASTM D4280.
21Dismantling of Existing surface pavement including disposal of unusable material complete as per specifications
22Providing and fixing brick on end edging
23Providing and Laying Granular Sub Base Complete in all Respect.
24Providing, laying and consolidation of WBM grading-I without screening
25Providing, laying and consolidation of WBM grading-II without screening
26Providing and laying surface dressing
27Providing and laying tack coat with bitumnen @ 0.4Okg per sqm as per
28Providing and laying 20mm thick open graded premix surfacing
29Providing and laying seal coat type-B
30Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorizing glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as perl technical clause 803 of MORT&H specifications
31Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications
32Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications
33Any Other Item Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 55754091
AUTHORITY Government Departments
TENDER VALUE 32 Lakhs
LAST DATE 30-07-2026
Authority
Authority Name Water Resources Department
Work Description Tender for Estimate for Construction of Bridge at rd 74300 of Ibbon Minor.
Basic Detail
Tender No BDD/BDC/2026-27/9
Bidding Type Tender
Location
City Jalandhar
State Punjab
Key Dates
Publish Date 23 Jul 2026
Submission Date 30 Jul 2026
Open Date 30 Jul 2026
Finance
Tender Value 32 Lakhs
Tender Fee 500
EMD 64000
Exemption Available
Document List
BOQ_344045.xls
ccdcdbcb-9db0-4eca-8597-e413e858d144.html
Tendernotice_1 (10).pdf

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Tender Timeline

Jul 23, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Jun 19, 2026
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jun 10, 2026
18:00 IST

Corrigendum-2 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jun 11, 2026
18:00 IST

Corrigendum-3 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jun 26, 2026
18:00 IST

Corrigendum-4 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jun 19, 2026
18:00 IST

Corrigendum-5 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jun 11, 2026
18:00 IST

Corrigendum-6 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jul 06, 2026
18:00 IST

Corrigendum-7 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jun 26, 2026
18:00 IST

Corrigendum-8 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jun 10, 2026
18:00 IST

Corrigendum-9 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jun 11, 2026
18:00 IST

Corrigendum-10 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jun 10, 2026
18:00 IST

Corrigendum-11 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jul 16, 2026
18:00 IST

Corrigendum-12 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jul 23, 2026
18:00 IST

Corrigendum-13 Issued

Clarifications on tender conditions and amendments issued.

Completed
Jul 30, 2026
18:00 IST

Corrigendum-14 Issued

Clarifications on tender conditions and amendments issued.

Today
Jul 30, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Today
Jul 30, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Today

Tender Documents

Download All (ZIP) ↓
xls

BOQ_344045.xls

html

ccdcdbcb-9db0-4eca-8597-e413e858d144.html

pdf

Tendernotice_1 (10).pdf

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