Tender For Permanent Restoration Of Road Arl Steet Bridge To Jaba Bhera Tehsil Mendhar District Poonch Rd 0-2.3 Km In Stretches.(Under Sasci-Ii).
Tender Value
24.88 Lakhs
Estimated cost
Bid Submission
21 Jul 2026
1 days left
EMD
49760
Bank guarantee accepted
Document Fee
860
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Punch → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Permanent Restoration Of Road Arl Steet Bridge To Jaba Bhera Tehsil Mendhar District Poonch Rd 0-2.3 Km In Stretches.(Under Sasci-Ii).
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 17-Jul-2026 | Extention of Date due to Hot Mix Plant Agreement Deed | Date | 21-Jul-2026 |
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 and disposal of surplus excavated earth as directed, within a lead of 50 metres:.1 All kinds of soil : |
| 2 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm |
| 3 | Supplying and stacking at site Graded crushed stone Stone screening of size 13.2 mm nominal size (Type A) |
| 4 | Supplying and stacking at site Graded crushed stone aggregate of size 53 mm to 22.5 mm |
| 5 | Supplying and stacking at site Graded crushed stone Stone screening of size 11.2 mm nominal size (Type B) |
| 6 | Supplying and stacking at site Graded crushed stone Moorum. |
| 7 | 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 |
| 8 | Providing and applying tack coat using hot straight run bitumen of grade – VG-10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On W.B.M. @ 0.75 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 finisherequipped 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 | 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 and11.2 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). |
| 11 | SEAL COAT 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. |
| 12 | 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. 20.6.1 Non-pressure NP-3 class (Medium duty) R.C.C. pipes 600 mm dia. R.C.C. pipe |
| 13 | Carriage of Stone Agg. Above 40 mm Lead upto 06 Km by MT. |
| 14 | Carriage of stone aggregate below 40 mm Avg lead of 06 Km by MT. |
| 15 | Carriage of R.C.C. pipes 600 mm dia. Avg lead of 06 Km by MT. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 17, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 21, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 1 dayJul 21, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayJul 22, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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