Tender For Estimate For Reconstruction Of Vrb At Rd 518000 Of Abohar Branch
Tender Value
1.14 Crore
Estimated cost
Bid Submission
28 Oct 2026
11 days left
EMD
2.30 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Fazilka → Punjab
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Estimate For Reconstruction Of Vrb At Rd 518000 Of Abohar Branch
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling old bridge (C.C 1:4:8) |
| 2 | Dismantling old bridge (Brick work) |
| 3 | Dismantling old bridge (RCC) |
| 4 | 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) |
| 5 | 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) |
| 6 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 with computerised batchmixing |
| 7 | Laying RCC M-25 with using batching plant, transit mixer and concrete pump in Sub structure, complete as per drawing and Technical specifications. (Height upto 5 m) including centering and shuttering |
| 8 | Laying RCC M-30 for solid slab superstructure using batching plant, Transit mixer and concrete pump including cenetering & shuttering laid in position complete in all respects. (upto 5 m height) |
| 9 | Laying RCC (M-40) @ 440 kg mechanically batch mixed using batch type concrete mixr as per IS:1791 & vibrated by needle vibrator but excluding steel reinforcement centering & shuttering in superstructure. (Crash Barier) |
| 10 | Providing and fixing drainage spout complete as per drawing and Technical specification. |
| 11 | Supplying, fitting and placing HYSD barreinforcement in substructure complete as perdrawing and TechnicalSpecifications. |
| 12 | 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. |
| 13 | 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. |
| 14 | 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. |
| 15 | Laying cement concrete M-15 mixed in Batching & Mixing Plant and transported to the site, complete in all respects. |
| 16 | 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 fromstreaks and holes. (4‘‘ thick) |
| 17 | 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 1:2:4 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per technical clause 801 MORT&H specifications.Usinghigh intensity Microprismatic grade retroreflectiveSheeting TypeXIasperASTMD495609 and as per IRC 67 2012 |
| 18 | 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 1:2:4 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per technical clause 801 MORT&H specifications. Usinghigh intensity Microprismatic grade retroreflectiveSheeting TypeXI asperASTMD495609 and as per IRC 67 2012 |
| 19 | 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 1:2:4 of size 0.45 x 0.45 x 0.60 m for vertical post complete as per technical clause 801 MORT&H specifications. Usinghigh intensity Microprismatic grade retroreflectiveSheeting TypeXIasperASTMD495609 and as per IRC 67 2012 |
| 20 | 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 1:2:4 of size 0.45 x0.45 x 0.60 m for vertical post complete as per technical clause 801 MORT&H specifications.Usinghigh intensity Microprismatic grade retroreflectiveSheeting TypeXI asperASTMD495609 and as per IRC 67 2012 |
| 21 | Providing and laying of asphaltic plug joint to providefor horizontal movement of 25mm andverticalmovement of 2mm, depth of joint varyingfrom75mmto100mm, widthvarying from500mmto750mm(intraffic direction), covered witha closure plateof 200mmx6mmofweldablestruct ural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder,carefully selected single size aggregateof 12.5mmnominal size and a heat resistantfoam caulking/backer rod, allas per approved drawings and specifications. |
| 22 | Providing and Fixing 2 mm corrugated copper plate in expansion joints, complete as per drawing and Technical specifications. |
| 23 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply suportsd spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and technical specifications. |
| 24 | Providing and Fixing mild steel Hand Rail over Crash Barriers, complete as per drawing and Technical specifications. |
| 25 | Extra for laying earth as per specifications for Compaction of earth in 20 cm layers, dressing, watering the earth and rolling to specifications. (For ramps) |
| 26 | Excavation of soil using excavator and hydralic tractor trolly i/c cutting and loading in trolly and transporting to the embankment all locations including all lifts and leads, execluding royality. |
| 27 | First class burnt brickwork laid in cement sand mortar in 1:4 in first storey up to 4 meters above plinth level |
| 28 | Making Bore & installation of pumping set for dewatring arrangement complete in all respect. |
| 29 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth. |
| 30 | Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 1.50 to 3.0 mtr depth. |
| 31 | Earthwork excavation in foundation, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and side of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm, layers with compaction including disposal of all surplus soil as directed within a lead of 30 metres. |
| 32 | Laying 1st class brick lining 75 mm thick laid in 1:3 CSM over10 mm thick cement Plaster 1:3 over 12.5 mm thick cement plaster 1:5 over dressed sub grade (for side slopes) including supply carriage, loading and unloading of material from source to site of work complete in all respects as perPWD specification. |
| 33 | Laying 1st class brick on edge coping 229 mm wide and 115 mm thick in cement sand mortar 1:3 complete in all respects as per PWD specification. |
| 34 | Extra allowance for providing templates in curved portions of lining. |
| 35 | \\"Laying First Class Dry Brick on edge flooring or paving in ordinary bonded courses or in herring bond or other special courses / bond with rough dressing of soil, final dressing of earth to give level surface and camber. Al joints shall be thoroughly filled / grouted with dry sand, applied to a thickness of not less than 20 mm over the surface of flooring and brushed into the joints, rolling the surface with light road roller after sprinkling with water complete in all respects. |
| 36 | Providing running & maintenance of pumping set 8 H.P/Generator set for dewatring arrangement complete in all respect. |
| 37 | Any other item Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 11 daysOct 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender