Tender For Treatment Of Potholes On Peer Baba Khorinar To House Of S.Harcharan Singh Khalsa And Mohalla Upto Mohalla Sarai By Way Of Providing And Laying Of Wbm Grade-Iii,50Mm Thick Bm And 25 Mm Thick Open Graded Premix Carpet Including 6Mm Thick Sea
Tender Value
10 Lakhs
Estimated cost
Bid Submission
02 Sep 2026
0 days left
EMD
20000
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Poonch → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Treatment Of Potholes On Peer Baba Khorinar To House Of S.Harcharan Singh Khalsa And Mohalla Upto Mohalla Sarai By Way Of Providing And Laying Of Wbm Grade-Iii,50Mm Thick Bm And 25 Mm Thick Open Graded Premix Carpet Including 6Mm Thick Seal Coat .(Under Potholes 2025-26 ) Aaa:-Superintending Engineer Pwd(R&B) Circle Poonch Vide Order No 01 Of 2025-26,Dated 18-11-2025
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts,wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth anddisposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil : |
| 2 | Supplying and stacking at siteGraded crushed stone aggregate of size |
| 3 | 53 mm to 22.4 mm |
| 4 | Stone Screening of size |
| 5 | 11.2 mm nominal size (Type B) |
| 6 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 7 | Scarifying the existing bituminous road surface to a depth of 50mm and disposal of scarified material |
| 8 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With medium setting bitumen emulsion.On W.B.M. /W.M.M. @ 0.4 Kg/sqm. |
| 9 | Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge.50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) preparedin Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 10 | Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. With medium setting bitumen emulsion.On bituminous surface @ 0.25 Kg/sqm. |
| 11 | 2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately). With paving Asphalt grade VG-30 with no solvent. |
| 12 | Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete. |
| 13 | Providing and laying non-pressure of specified class R.C.C. Pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.complete.Non-pressure NP-4 class (Heavy duty) R.C.C. pipes.450 mm dia. R.C.C. pipe |
| 14 | Carriage of material by M.T incl loading/unloading & stacking complete |
| 15 | Stone agg. below 40 mm nominal size avg. Lead09 Km by MT |
| 16 | Non-pressure NP-4 class (Heavy duty) R.C.C. pipes.450 mm dia. R.C.C. pipe avg. lead 60 km by MT Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 25, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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