Tender For Macadamization Of Road From Head Of Capt Rajinder Singhs To Head Of Inderjeet Singh
Tender Value
4.32 Lakhs
Estimated cost
Bid Submission
30 Jul 2026
15 days left
EMD
8640
Bank guarantee accepted
Document Fee
600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jammu → Jammu and Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Macadamization Of Road From Head Of Capt Rajinder Singhs To Head Of Inderjeet Singh
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in excavation by Mechanical means 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 1 meter from cutting edge |
| 2 | 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 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 3 | 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 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 4 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 5 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Cold twisted bars |
| 6 | Cement Concrete Flooring 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement including cement slurry and curing complete. |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 8 | Suspended Floor |
| 9 | Edges of Slab (under 20 cm) |
| 10 | Carriage of Sand & Agg within avg. lead of 10KM by MT |
| 11 | Providing,laying,watering and compaction in layers exceeding 200 mm thick with 80-100 KN Road Roller Ramming ,river Bed material mixed with coarse sand and round nallah Shingle 75mm including from source of Supply to site of work. |
| 12 | 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 |
| 13 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying he bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.75 Kg/sqm. |
| 14 | Providing & Laying Bituminious Macadam using crushed stone aggregate of specified grading Premix with bituminous binder, transported to site by tipper, laid over Previous prepared surface with paver finisher equipped with electronic sensor to the required grade, level & alingment & rolling with smoothed wheeled, vibratory & and tandem roller all complete job. ( 50mm thick compacted thickness ) |
| 15 | Providing and laying semi- dense Bituminous concrete using crushedstone aggregates of specified grading, premixed with bituminous binderand filler, transporting the hot mix to work site by tippers, laying withpaver 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- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentageby weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity. |
| 16 | Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying he bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. On bitumen surface @ 0.50 Kg/sqm. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 08, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysJul 31, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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