Tender For Improvement/Upgradation Of Road At Halqa Dabipora Hakwari Mohalla Upto The Head Of Mohammad Shafi And Ors Khansahib
Tender Value
35 Lakhs
Estimated cost
Bid Submission
15 Sep 2026
0 days left
EMD
70000
Bank guarantee accepted
Document Fee
1100
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Budgam → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement/Upgradation Of Road At Halqa Dabipora Hakwari Mohalla Upto The Head Of Mohammad Shafi And Ors Khansahib
BOQ
| Sl. No. | Item Description |
| 1 | Supplying/Laying of RBM/Nallah Muck/khak bajri/Soiling/GSB or any other such materials i/c watering, levelling and consolidation in layers by 08 to 10 tonne capacity road roller to required gradient and camber including all costs and carriages upto site of work,complete job |
| 2 | Supplying, stacking,Laying, spreading and compacting stone aggregate of specified sizes( 63 to 45mm) to WBM specifications in uniform thickness, hand picking, including 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 ( 13.2mm size) /binding material (stone dust/moorum) to fill up interstices of coarse aggregate,watering and compacting to the required density( finished work shall be paid) with all leads , lifts and carriages as involved upto site of work. All complete job. |
| 3 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge |
| 4 | Providing and laying of tack coat using hot straight run bitumen of VG-10 including heating the bitumen spraying the bitumen by mechanically operated spray unit fitted on bitumen boiler ,cleaning and preparing the existing road surface to remove all dirt dust mud etc and finally brooming the surface as per required specifications. |
| 5 | 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) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 6 | Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge.25 mm compacted thickness with bitumen of grade VG-10 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 7 | Providing and laying seal coat of premixed fine aggregate (passing 2.36mm 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. |
| 8 | Lining wall |
| 9 | 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: |
| 10 | P/L dry Stone soling duly tightly hand packed and RBM/GSB filling i/c stacking, carriage etc, complete job. |
| 11 | Providing and laying in position cement concrete of specified grade (1:4:8) mix,stone aggregate 40mm nominal size E/c the cost of centring and shuttering - All work upto plinth level. Complete job. |
| 12 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Complete job. |
| 13 | Centring and shuttering including strutting, propping etc and removal of formwork. |
| 14 | Carriage of different materils by M.T upto site of work . |
| 15 | a) Sand/Agg. Upto 40mm avg lead 27.00 Km . |
| 16 | Cement concrete Drain |
| 17 | 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: |
| 18 | P/L dry Stone soling duly tightly hand packed and RBM/GSB filling i/c stacking, carriage etc, complete job. |
| 19 | Providing and laying in position cement concrete of specified grade (1:4:8) mix,stone aggregate 40mm nominal size E/c the cost of centring and shuttering - All work upto plinth level. Complete job. |
| 20 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Complete job. |
| 21 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate. |
| 22 | Centring and shuttering including strutting, propping etc and removal of formwork. |
| 23 | Carriage of different materils by M.T upto site of work . |
| 24 | a) Sand/Agg. Upto 40mm avg lead 27.00 Km . |
| 25 | Providing and laying RCC Pipes in proper position including excavation of trenchs, ramming of bottom, dressing of sides providing required cushion over the pipes including loading unloading and carriage upto stie of work complete. ( RCC Spun Pipes). |
| 26 | 12 disa |
| 27 | 18\\"dia |
| 28 | 24\\"dia Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodaySep 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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