Loading
Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.2 LAdmitted-Finance | -19.99% | ₹5.2 L | L1 | Admitted-Finance |
| 2 | L2₹5.5 L+₹32,211.15 (6.24%)Admitted-Finance | -15.00% | ₹5.5 L+₹32,211.15 (6.24%) | L2 | Admitted-Finance |
| 3 | L3₹6.1 L+₹98,247.22 (19.0%)Admitted-Finance | -4.77% | ₹6.1 L+₹98,247.22 (19.0%) | L3 | Admitted-Finance |
| 4 | L4₹6.4 L+₹1.2 L (23.7%)Admitted-Finance | -1.00% | ₹6.4 L+₹1.2 L (23.7%) | L4 | Admitted-Finance |
| 5 | L5₹6.5 L+₹1.3 L (24.9%)Admitted-Finance | -0.05% | ₹6.5 L+₹1.3 L (24.9%) | L5 | Admitted-Finance |
Tender Value
₹6.5 L
EMD Value
₹12,920
Closing Date
30 Jul 2026, 2:00 pmClosed
Executive Engineer
Office of the Executive Engineer JDA Div. No.II
Construction of lane and drain adjoining Plot No.59-C, Sector No.7 Roop Nagar Housing Colony
2026_HAUDD_315456_1
JDA/II/e-NIT/2026-27/05 Dated 10-07-2026
Open Tender
Civil Works
Percentage
30 days
Jammu
As per NIT
3 documents required · 3 mandatory
₹500
Vice Chairman, JDA
₹12,920
10 Aug 2026
10 Jul 2026
30 Jul 2026
10 Jul 2026
30 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 | 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. | 362.45 | Sqm | 12.49 | ₹4,527 |
| 2 | Earth work in excavation by manual 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: Description | 67.65 | Cum | 479.3 | ₹32,424.65 |
| 3 | 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. | 14.49 | Cum | 218.4 | ₹3,164.62 |
| 4 | 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) | 9.66 | Cum | 4,826.5 | ₹46,623.99 |
| 5 | 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 40 mm nominal size) | 1 | Cum | 5,673.4 | ₹5,667.73 |
| 6 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) 50 mm thick with 20mm nominal size stone aggregate. | 36.24 | Sqm | 416.5 | ₹15,093.96 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases for columns | 108.73 | Sqm | 286.35 | ₹31,134.84 |
| 8 | 12mm cement plaster of mix:-
1:6 (1 cement : 6 sand) | - | Sqm | 266.2 | - |
| 9 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposal of surplus earth / foreign material by mechanical means at dumping site as per the directions of Engineer-in-charge (Complete Job) | 190.2 | Sqm | 153 | ₹29,100.6 |
| 10 | 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 | 38.65 | Cum | 1,885.95 | ₹72,891.97 |
stage.html
html • 0.03 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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 • 0.78 MB
BOQ_1023396.xls
BOQ • 0.34 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 .