Loading…
Loading…
Tender Value
₹4.7 Cr
EMD Value
₹9.3 L
Closing Date
31 Jul 2026, 4:00 pm6d left
office of the ExEn Div Vailoo
office of the ExEn Div Vailoo
Construction of Road from Tangwani to Darpora Including Gursee Mohallah Including 1x20m span steel girder Bridge
2026_PWDJK_315135_2
ENIT22DivisionVailoo26-27
Open Tender
Civil Works
Percentage
1095 days
vailoo
Please refer Tender documents.
9 documents required · 9 mandatory
₹5,500
office of the ExEn Div Vailoo
₹9.3 L
Superintending Engineer PWD RnB Anantnag
8 Jul 2026
8 Jul 2026
1 Aug 2026
9 Jul 2026
31 Jul 2026
11 Jul 2026
10 Jul 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Part A Earth Work Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :(All Kinds of Soil )Qty As per Table A @ 80% | 1 | Cum | - | - |
| 2 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :(Ordinary Rock ) Qty As per Table A @ 20% | 1 | Cum | 0.4 | ₹0.4 |
| 3 | Part B Pavement Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. Qty as per Table A @ 80% | 1 | Cum | 1 | ₹1 |
| 4 | Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.Qty as per Table A -1a | - | Cum | 0.6 | - |
| 5 | Providing and laying RBM having P.I not more than 6, Incl Spreading in layers not exceeding 150mm compacted thickness and consoludated by 8-10 Ton poer road roller at OMC to achive at least 908% of Max. dry density as per IS 2720 to the required and grade as per specifications with CBR value not less than 20 inl. all lead and carriage complete | - | Cum | 0.8 | - |
| 6 | WBM Grade II: Providing & Laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete including cost stone aggregate, screenings, kankar, moorum and red bajri etc. Base course with 63 mm to 45 mm size including stone screenings 13.2 mm size including all carriages complete job | 0.2 | Cum | 0.4 | ₹0.08 |
| 7 | Bituminous Macadam: Providing, laying, spreading and compacting graded stone aggregate (size range 53mm to 0.075mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant , carriage of mixed material by mechanical means for all leads and lifts in sub-base/ base course on well prepared surface and to achieve the desired density(100mm thick). | - | CUM | 0.2 | - |
| 8 | Providing and applying tack coat using bitumen emulsion conforming to IS 8887 using emulsion pressure distributor i/c preparing of surface and cleaning with mechanical broom with medium settingn bitumen emulsion on WBM/WMM @ 0.4 kg /sqm complete job i/c all costs amd carriages | - | Sqmtr | 1 | - |
| 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 perspecifications to achieve the desired compaction and density, complete asper 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 | - | Cum | 0.8 | - |
| 10 | Providing and laying semi- dense Bituminous concrete using crushed stone 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, leveland alignment and rolling with smooth wheeled, vibratory and tandemrollers to achieve the desired compaction and density as per specification,
complete and as per directions of Engineer-in-Charge25 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. | - | Sqmtr | 0.6 | - |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 2.75 MB
BOQ_1021273.xls
BOQ • 0.83 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at [email protected].