Tender For Estimate For Construction Of New Bridges At Rd 1020,2830,4290,6210,6490 & 8060 Of Malerkotla Minor
Tender Value
2.44 Crore
Estimated cost
Bid Submission
10 Nov 2026
12 days left
EMD
4.88 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sangrur → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Construction Of New Bridges At Rd 1020,2830,4290,6210,6490 & 8060 Of Malerkotla Minor
BOQ
| Sl. No. | Item Description |
| 1 | WATER RESOURCES DEPARTMENT, PUNJAB SANGRUR CANAL AND GROUNDWATER DIVISION, SANGRUR Name of the work: Estimate for Construction of New Bridges at RD 1020,2830,4290,6210,6490 & 8060 of Malerkotla Minor Name of Firm Sr.No Description Unit Qty Rate (in figures) Amount |
| 2 | 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 approved material. Ordinary soil, Mechanical Means, Depth 3m to 6m |
| 3 | Excavation of Soil using Hydraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment all locations including all lifts and leads, excluding royalty |
| 4 | Basic rate for Ordinary earth/clay taken from private land including compensation but excluding royalty |
| 5 | Rehandling of Earth work. |
| 6 | Preparing, watering & ramming surface of laying concrete (horizontal). |
| 7 | Plain/RCC in sub structure complete as per drawing and technical Specifications. PCC Grade M15. Height upto 5m |
| 8 | Plain/RCC in sub structure complete as per drawing and technical Specifications. RCC Grade M25. Height upto 5m with batching plant, Transit mixer and concrete pump |
| 9 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and MoRT&H Specifications |
| 10 | Plain/Reinforced cement concrete grade M30 in sub-structure with batching Plant, Transit Mixer and Concrete Pump complete as per drawing and technical specifications with Height up to 5m. |
| 11 | PCC M15 Grade levelling course below approach slab complete as per drawing and MoRT&H MoRT&H specification clause 2700 |
| 12 | Reinforced cement concrete M30 approach slab including reinforcement and formwork complete as per drawing and MoRT&H specification clause 1500, 1600, 1700 & 2704 |
| 13 | Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. |
| 14 | Drainage Spouts complete as per drawing no. SD/205 and MoRT&H MoRT&H specification clause 2705 with 6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) |
| 15 | Informatory Sign board 600x600 mm square as per IRC 67-2012 with high intensity microprismic retro reflective sheet as per ASTM D 4956-09 and as per IRC 67-2012. with retro reflective high intensity micro prismatic sheeting fixed over 3 mm thick aluminium composite material (ACM) sheeting having aluminium skin thickness of 0.25 to 0.3 mm on both sided amnd fixing the same with suitable size aluminium alloy rivets at 200mm c/c to back support frame of 25x25x3 mm angle iron frame supported on a square hollow steel section post 60x60x3.2 mm confering to IS 4923 without cost of defination plate firmly fixed to ground in foundation concrete M25 of size 0.45x 0.45x0.60 m for vertical post complete as per technical clause 801 MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 of retro reflective sheeting and a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 |
| 16 | Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting type IV as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 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 firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications Using high intensity microprismatic grade retro-reflective sheeting type XI as per ASTM D 4956 09 and as per IRC 67 2012 |
| 17 | Cautionary sign board 600x600x600mm triangular Using high intensity Microprismatic grade retroreflective Sheeting Type XI as per ASTM D 4956 09 and 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. Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 |
| 18 | Advance Direction sign board 1200x1800mm rectangular 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. Using high intensity Microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and as per IRC 67 2012 |
| 19 | Dressing of Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification. |
| 20 | Dressing of bed and prepration of sub grade for lining complete in all respect as per pwd specification. |
| 21 | Laying plain cement concrete 1:3:6 (M- 10) nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days complete in all respects. |
| 22 | Plain/RCC in sub structure complete as per drawing and technical Specifications. RCC Grade M20. Height upto 5m with batching plant, Transit mixer and concrete pump |
| 23 | Extra for laying earthwork as per specifications for compaction in 20 cm layer and dressing including cost of rolling and watering as per specifications |
| 24 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth |
| 25 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing above1.5 mtr depth but upto 3.0 m |
| 26 | Filling expansion joint with special bituminous material for joint size approx 20mm wide and 450mm depth |
| 27 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super structure as per drawing and Technical Specification RCC Grade M40 for solid Slab Using Batching Plant, Transit Mixer and concrete Pump For Solid slab super-structureincluding centering and shuttering(i) Height up to 5m |
| 28 | Any other Item |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 10, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysNov 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 12 daysTender Documents
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