Tender For Estimate For Reconstruction Of Vrb At Rd 518000 Of Abohar Branch
Tender Value
77.38 Lakhs
Estimated cost
Bid Submission
07 Aug 2026
7 days left
EMD
1.55 Lakhs
Bank guarantee accepted
Document Fee
1000
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 | Dismanteling of old bridge C.C 1:4:8 |
| 2 | Dismanteling of old bridge Brick work |
| 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) |
| 4 | 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) |
| 5 | PCC 1:3:6 (M-10) nominal mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by viberation i/c curing for 14 days as per drawing and technical specification. |
| 6 | Laying Plain cement concrete (M-15) with using batching plant, transit mixer and concrete pump in sub structure, complete as per drawing and Technical specifications. |
| 7 | Laying Reinforced cement concrete (M-25) using batching plant, transit mixer and concrete pump in super structure, complete as per drawing and Technical specifications. (Height upto 5 m) |
| 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 | Providing and laying 75 mm thick Wearing coat consisting of 50 mm thick bituminious concrete and 25 mm thick mastic asphalt including tack coat. |
| 10 | RCC M-40 Anti crash railing with footpath including centring and shuttering but excluding steel reinforcement complete in all respects. |
| 11 | Providing and fixing drainage spout complete as per drawing and Technical specification. |
| 12 | Cold twisted deformed (Ribbed/ Tor Steel Bar) Bars Fe-500 grade as per IS 1786-1985, for R.C.C works, where not including in the complete rate of RCC including bending and placing in position complete. |
| 13 | 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. |
| 14 | 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. |
| 15 | 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. |
| 16 | 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) |
| 17 | Excavation in soil using hydraulic jcb and hydraulic trolley with disposal upto 450 m including cutting and loading in trolley, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections and transporting to embankment location within all lifts and lead. |
| 18 | Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications. |
| 19 | Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications |
| 20 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base i/c clearing of road surface and spraying primer @ 0.85 kg/sqm using mechanical means. |
| 21 | Providing and applying tack coat with bitumen emulsion using bitumen pressure distributor @ 0.25 kg/sqm on the prepared bituminous/ granular surface cleaned with mechanical broom. |
| 22 | Providing and laying dense bituminous macadam (50 mm) with 100-200 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading premixed with bituminous binder, tansported to site, laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired density. |
| 23 | Providing and laying semi dense bituminous macadam (25 mm) with 100-200 TPH hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregate of specified grading premixed with bituminous binder, tansported to site, laid over a previously prepared surface with paver finisher to the required grade level and alignment and rolled as per clause 501.6 and 501.7 to achieve the desired density. |
| 24 | 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) |
| 25 | 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. |
| 26 | 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. |
| 27 | 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. |
| 28 | 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 x 65 x 6 mm without cost of definition plate firmly fixed to ground in foundation concrete 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. |
| 29 | Providing and filling joint sealing compound as per drawing and Technical specifications. |
| 30 | Providing and Fixing 2 mm corrugated copper plate in expansion joints, complete as per drawing and Technical specifications. |
| 31 | Providing & fixing 25 mm thick compressible fiber board in expansion joint complete as per drawing and technical specifications. |
| 32 | 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. |
| 33 | Providing and Fixing mild steel Hand Rail over Crash Barriers, complete as per drawing and Technical specifications. |
| 34 | Providing and fixing solar cat eyes. |
| 35 | Making Bore & installation of pumping set for dewatring arrangement complete in all respect. |
| 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
Jul 30, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysAug 07, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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