Tender For Improvement Of Black Spot On Nh-205 Shimla Matour Road From Km 0/000 To 43/100 ( Sh: Construction of Retaining Wall From Km 11/600 To 11/642).
Tender Value
1.38 Crore
Estimated cost
Bid Submission
19 Sep 2026
3 days left
EMD
2.78 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
Shimla → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement Of Black Spot On Nh-205 Shimla Matour Road From Km 0/000 To 43/100 ( Sh: Construction of Retaining Wall From Km 11/600 To 11/642).
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechenically maens (hydraulic excavator / manual mean in foundation, tranches of drains (not exceed 1.5 mtr in with or 10 sqm on plan) including dressing of sides and ramming of bottoms , lift upto 1.5 m including gatting out the excavated soil and dispsal of surplus excavated soil as directed, with a laed of 50mtr as per drawing and as per MoRT&H technical specification Clause 304 including all lead lift and carriage of material by all mode of transportation as per satisfaction and direction of the Engineer-In-Charge. |
| 2 | Plain/Reinforced Cement Concrete grade (PCC M-15) in open foundation as per drawing and technical specification using batching plant transit mxture and contrete pump as per MoRT&H data book Clause 1500,1700 & 2100 of all lead & lifts as per direction of Engineer-in-Charge |
| 3 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and as per Clause 2706 & 2200 of MoRTH Specification i/c all lead & lifts as per direction of Engineer-in-Charge . |
| 4 | Providing and laying of 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 and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 5 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 including carriage of materials within all laeds and lifts by all means including mechanical transport and as per direction of Engineer-in-Charge. |
| 6 | Construction of granular sub-base by providing granular material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 as per MORTH Specification and as per direction of the Engineer-in-Charge. |
| 7 | Providing and laying, spreading and compacting stone aggregats of specific size to water bound macadam specification including spreading in uniform thikness, hand packing rolling with three wheeles steel/ vibratory roller in stages two to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarseaggregate, watering and compacting to the required density as per MORTH Specification and as per direction of the Engineer-in-Charge. |
| 8 | Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. as per MORTH Specification and as per direction of the Engineer-in-Charge. |
| 9 | Providing & applying the Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg/sqm as per MoRT&H/IRC Specifications for Road and Bridge Works. Item to include all materials, labour, machinery/equipment and incidental work required to complete the job. Measurement shall be made for actual surface area of application in square meter as per MORTH Specification and as per direction of the Engineer-in-Charge. |
| 10 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 Percent 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 as per MORTH Specification and as per direction of the Engineer-in-Charge. |
| 11 | Providing and laying 40mm thick Bituminous Concrete wearing coat with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with 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 MoRT&H/IRC Specifications for Road and Bridge Works Clause 509 complete in all respect. Item to include all materials, labour, machinery/equipment and incidental work required to complete the job. Measurement shall be made for finished valume of Bituminuous Concrete in cubic meter. as per MORTH Specification and as per direction of the Engineer-in-Charge. |
| 12 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including 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 level, uniform and free from streaks and holes as per MORTH Specification and as per direction of the Engineer-in-Charge. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 19, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 3 daysSep 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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