Tender For Upgradation / Construction Of Road From Nowpora Bridge On Brinjan Road To Bangund Chak By Way Of Soling And Metaling (Macadam).
Tender Value
24.98 Lakhs
Estimated cost
Bid Submission
18 Sep 2026
3 days left
EMD
49960
Bank guarantee accepted
Document Fee
800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Budgam → Jammu and Kashmir
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Upgradation / Construction Of Road From Nowpora Bridge On Brinjan Road To Bangund Chak By Way Of Soling And Metaling (Macadam).
BOQ
| Sl. No. | Item Description |
| 1 | Road work (A) |
| 2 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil. |
| 3 | Engagement of JCB for clearance of humps wild grass, undulations, etc and disposal of same outside municipal limits as directed by site in-charges Engineer. |
| 4 | Providing and laying of Khak bajri/Nallah mukh/ GSB including spreading, watering, ramming, compacting with PRR of 8 to 10 Tonne capacity including carriage of the same from approved source upto site of work complete. |
| 5 | Supply, stacking, laying, spreading and compacting of graded stone aggregate of (63mm to 45mm size) WBM G-II in uniform thickness including rolling with PRR 8-10 capacity in stages to proper grade and camber applying and brooming requisite type of stone screenings 13.2mm size and binding material to fill up the interstices of coarse aggregate watering compacting to required density (finished work shall be paid) with all leads, lifts and carriages as involved from source up to site of work complete job. (The item to be executed as per the MORTH/ engineering manual 2020 specification strictly) all complete |
| 6 | Providing and laying of RCC spun pipes in proper position/ grade including cutting of road surface upto required depth, providing requisite cushion including carriage of all materials and pipes upto site of work complete. |
| 7 | 300 mm dia |
| 8 | 450mm dia |
| 9 | 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 |
| 10 | 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. |
| 11 | 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. |
| 12 | 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. |
| 13 | 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. |
| 14 | Drain (Part B) |
| 15 | 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: All kinds of soil : |
| 16 | Providing and laying of stone soling 75mm nominal size in trenches hand packed all inclusive leads, lifts, loading, unloading, head load, ramming dressing carriage of materials from approved nearest sources to site of work complete |
| 17 | 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: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 18 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering finishing and reinforcement. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 19 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns |
| 20 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 21 | Carriage of materials by MT from source to site of work including loading unloading compl |
| 22 | Stone aggregates for an average Lead of 35 |
| 23 | stone aggregate and Sand for an average Lead of 32 |
| 24 | Crate work (Part C) |
| 25 | 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 All kinds of soil. |
| 26 | Providing and laying of Hand packed nallah stones in wire crates using 4mm dia G.I wire crates with mesh size of 100mm x 100mm including jointing, tipping and carraige of all materials from approved source to site of work with all leads and lifts, loading unloading, complete job. |
| 27 | Supply and filling of nallah muck or GSB stones as filter media behind retaining wall etc including proper consolidation and all other carriages complete job. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 18, 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 · 4 daysTender Documents
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