Tender For Estimate For Construction Of Bridge At Rd 45477 Of Lambi Disty.
Tender Value
42.62 Lakhs
Estimated cost
Bid Submission
29 Oct 2026
8 days left
EMD
85242
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Sri Muktsar Sahib → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Construction Of Bridge At Rd 45477 Of Lambi Disty.
BOQ
| Sl. No. | Item Description |
| 1 | DISMANTLING |
| 2 | Dismantling brick work tile, masonry or tile lining |
| 3 | In cement |
| 4 | BRIDGES- FOUNDATIONS & SUB- STRUCTURE |
| 5 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. |
| 6 | PCC Grade M15 |
| 7 | PCC Grade M20 |
| 8 | RCC Grade M25 |
| 9 | With Batching Plant, Transit Mixer and Concrete Pump |
| 10 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications |
| 11 | RCC Grade M25 |
| 12 | Height upto 5m |
| 13 | With Batching Plant, Transit Mixer and Concrete Pump |
| 14 | 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. In Ordinary soil |
| 15 | Mechanical Means |
| 16 | Depth upto 3 m |
| 17 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications. |
| 18 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications. |
| 19 | BRIDGES - SUPER STRUCTURE & PROTECTION WORK |
| 20 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification |
| 21 | RCC Grade M 30-For solid slab. |
| 22 | Using Batching Plant, Transit Mixer and Concrete Pump |
| 23 | For Solid slab super-structure-including centering and shuttering |
| 24 | Height up to 5m |
| 25 | RCC/PSC Grade M-40 |
| 26 | Using Batching Plant, Transit Mixer and Concrete Pump |
| 27 | For Solid slab super-structure- including centering and shuttering |
| 28 | Height up to 5m |
| 29 | Drainage Spouts complete as per drawing no. SD/205 and Technical specification with 0.6 meter long GI 100 mm dia drainage GI light grade pipe (For Bridges) |
| 30 | 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. |
| 31 | Filling Expansion joint, with special bituminous material of size 20mm wide and approx 600 mm deep in bridge slab to provide for horizontal movements and vertical movement all as per approved drawings and specification. WATER SUPPLY |
| 32 | Providing, 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. |
| 33 | 160mm o/d PVC pipe of 4 Kgf. / sqcm |
| 34 | Excavation of Soil using Hyraulic Excavator and hydraulic Tractor Trolly I/C cutting and loading in Trolly and transporting to the embankment locations with all lifts and leads. Complete in all respect as per drawings,designs, specifications and instructions of Engineer- in-charge.Disposal/carraige from 0 upto 3 Km. |
| 35 | Compaction Complete in all respect as per drawing, design, specifications and instructions ofEngineer-in-charge(i) Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling.(ii) Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction.(iii) Extra for rolling to specifications. |
| 36 | Cement concrete lining 75 mm, thick or less laid manually for irrigation channels, using cement concrete M- 15 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 complete in all respect as per drawings, designs, specifications and instructions ofEngineer-in-charge. |
| 37 | LINING |
| 38 | Dressing bed and preparation of sub grade for lining. |
| 39 | Dressing side slopes and preparation of sub grade for lining. |
| 40 | CONCRETE |
| 41 | Cement concrete 1:3:6 |
| 42 | with stone ballast or shingle |
| 43 | mixing by mechanical means using concrete mixer volumetric type |
| 44 | Cement concrete 1:4:8 |
| 45 | With stone aggregate 40mm gauge |
| 46 | mixing by mechanical means using concrete mixer volumetric type |
| 47 | Excavation in soil using Hydraulic JCB and hydraulic tractor trolley with disposal upto 450 m i/c cutting and loading in trolley, trimming bottom and side slopes in accordance with requirement of grades and x-sections and transporting to the enbankment locations with all lifts and leads. (Rehandling of earth) |
| 48 | Providing and laying filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall/return wall to the full height compacted to a firm condition complete as per drawing and Technical specification. |
| 49 | Providing weep holes in brick masonry/Reinforced concrete abutment, wing wall/return wall with 100 dia PVC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face complete as per Drawing and Technical Specifications. |
| 50 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick i/c reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be leave uniform and free from streaks and holes. (4‘‘ thick) |
| 51 | Hazard maker sign board 300 x 900 mm rectangular as per IRC 67 - 2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2 mm thick aluminium sheet with 25 x 25 x 3 mm angle iron frame supported on a mild steel angle iron post 65 x 65 x 6 mm without cost of definition plate firmly fixed to ground in foundation cconcrete M-25 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per technical clause 801 MORT&H specifications. |
| 52 | Cautionary sign board 600 x 600 x 600 mm triangular as per IRC 67 - 2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2 mm thick aluminium sheet with 25 x 25 x 3 mm angle iron frame supported on a mild steel angle iron post 65 x 65 x 6 mm without cost of definition plate firmly fixed to ground in foundation cconcrete M-25 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per technical clause 801 MORT&H specifications. |
| 53 | Mandatory sign board 600 mm circular as per IRC 67 - 2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2 mm thick aluminium sheet with 25 x 25 x 3 mm angle iron frame supported on a mild steel angle iron post 65 x 65 x 6 mm without cost of definition plate firmly fixed to ground in foundation cconcrete M-25 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per technical clause 801 MORT&H specifications. |
| 54 | Informatory sign board 600 x 600 mm square as per IRC 67- 2001 with retro reflective high intensity microprismatic grade sheeting fixed over 2 mm thick aluminium sheet with 25 x 25 x 3 mm angle iron frame supported on a mild steel angle iron post 65 x65 x 6 mm without cost of definition plate firmly fixed to ground in foundation cconcrete M-25 of size 0.45 x0.45 x 0.60 m for vertical post complete as per technical clause 801 MORT&H specifications. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 19, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysOct 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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