Tender For Special Repair Of Nh-503 A (Punjab Border Bankhandi -Una- Lathiani- Salouni- Bhota) At Various Locations From Km. 0/0 To 70/0 (Sh- Construction Of Retaining Wall, Breast Wall, Wing Wall, Reinforced Cement Concrete Box Culverts, Reinforced
Tender Value
5.11 Crore
Estimated cost
Bid Submission
28 Sep 2026
24 days left
EMD
10.23 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Hamirpur → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair Of Nh-503 A (Punjab Border Bankhandi -Una- Lathiani- Salouni- Bhota) At Various Locations From Km. 0/0 To 70/0 (Sh- Construction Of Retaining Wall, Breast Wall, Wing Wall, Reinforced Cement Concrete Box Culverts, Reinforced Cement Concrete Cantilever Walls , Covered U-Shape Drain And Patch Work) In The State Of Himachal Pradesh.
BOQ
| Sl. No. | Item Description |
| 1 | As per description below |
| 2 | Earth work in excavation for foundation of structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and bracing,removal of stumps and other deleterious material and disposal upto a lead of 50 metres (fifty metres),dressing of sides and bottom and back filling trenches with excavated suitable material Complete in all respects including carriage of materials, labour, machinery/ equipment required to complete the job within all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 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 approved material.including carriage of materials, labour, machinery/ equipment required to complete the job within all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 4 | Dismantling of existing structure like culverts, bridges, retaining walls and other structure comprising of masonory, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, dispoal of uniserviceable material and stacking the serviceable material with all lifts and lead of 1000 meters clause 202 and as per the direction of Engineer-in-Charge. |
| 5 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M-15 including carriage of materials, labour, machinery/ equipment required to complete the job within all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 6 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm(hundred milimetre) dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications including carriage of materials, labour, machinery/ equipment required to complete the job within all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 7 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and Technical Specifications. including carriage of materials, labour, machinery/ equipment required to complete the job within all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 8 | Plain/Reinforced Cement Concrete (RCC Grade M25) in Open Foundation complete as per Drawing and Technical Specifications. With Batching Plant, Transit Mixer and Concrete Pump including carriage of materials, labour, machinery/ equipment required to complete the job within all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 9 | Back filling behind abutment, wiing wall and return wall complete as per drawings and technical specifications clause 1204.3.8 including carriage of materials, labour, machinery/ equipment required to complete the job within all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 10 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement, of table 300-2 including carriage of materials, labour, machinery/ equipment required to complete the job within all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 11 | Construction of granular sub-base 250 mm(Two hundred fifty milimetre) thick by providing coarse graded material grading-I, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications.including carriage of materials, labour, machinery/ equipment required to complete the job with in all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 12 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 200 mm(Two hundred millimetre) thick specification including premixing the Material with water at OMC in mechanical mix plant, carriage from mix plant to site of work, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per technical clause 406 of MORT&H specifications including carriage of materials, labour, machinery/ equipment required to complete the job within all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 13 | Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70(Zero point seven zero) to 1.00(One point zero zero kilogramme per square metre)) kg/sqm using mechanical means.including carriage of materials, labour, machinery/ equipment required to complete the job within all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 14 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 (Zero point two zero kilogramme per square metre) kg per sqm on the prepared bituminous surface cleaned with mechanical broom. Under DBM&BC including carriage of materials, labour, machinery/ equipment required to complete the job within all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 15 | Dense Graded Bituminous Macadam-I 50 mm thick (Fifty millimetre) (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent (Four point zero) by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects) including carriage of materials, labour, machinery/ equipment required to complete the job within all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. |
| 16 | Bituminous Concrete Grading -II 40 mm thick(Forty milimetre)(Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 (five point four) per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) including carriage of materials, labour, machinery/ equipment required to complete the job within all lead, lifts and other incidentals as per the direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 24 daysSep 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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