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Tender Value
₹18.0 L
EMD Value
₹36,077
Closing Date
26 Oct 2026, 1:00 pm
Executive Engineer
Office of the Executive Engineer Civil Div XVIII 2nd floor Annex building Aquem Margao Goa
Barbed wire fencing for plot no AU 3 admeasuring 30000 m2
2026_ED_32183_1
TN-09(26-27)/ED/XVIII/843 dated 05/10/2026
Open Tender
Civil Works
Percentage
60 days
Verna
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
₹36,077
6 Oct 2026
6 Oct 2026
27 Oct 2026
6 Oct 2026
26 Oct 2026
6 Oct 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 | Topographical contour level survey for the site at Loutolim bearing plot no. AU-3 admeasuring 30,000 m2 in Verna Industrial estate. | 30,000 | sq.m | 1 | ₹30,000 |
| 2 | Clearing jungle including up rooting of rank vegetation grass bush wood trees and sapling of girth upto 30 cm. measured at a height of 1 m above ground level & removal of rubbish upto a distance of 50 mt. outside the periphery of the area cleared. (if however, only grass is met with the area will be measured and paid for under item 4001). | 1,400 | sq.m | 10 | ₹14,000 |
| 3Earthwork in surface excavation not exceeding 30 cm depth(but exceeding 1.5 m width as well as 10 sq.m on plan) including disposal of excavated earth beyond work site for all leads lift disposed earth to be leveled and neatly dressed in: | |||||
| 3.01 | Hard soil | 1,100 | sq.m | 66 | ₹72,600 |
| 4 | Spreading the earth/hard soil in layers not exceeding 250 mm in depth breaking clods, watering rolling each layer with half ton roller or wooden or steel hammers and rolling every third and topmost layer with power toller of minimum 8 tonne and dressing up in embankment for roads, flood banks, marginal and guide banks and filling up of ground dressing etc. complete. | 1,500 | m3 | 194 | ₹2,91,000 |
| 5 | Supplying and stacking of good earth at site including royalty and carriage upto 1 km. (earth measured in stacks will be reduced by 20% for payment). | 1,100 | cu.m | 578 | ₹6,35,800 |
| 6Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. | |||||
| 6.01 | All types of Ordinary rock including all types of laterite rock, blasting prohibited | 50.76 | cu.m | 672 | ₹34,110.72 |
| 7Providing & laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded granitic or basaltic stone aggrt. 40 mm. nominal size) excluding cost of centering, shuttering and finishing in: | |||||
| 7.01 | All works upto plinth level | 50.76 | cu.m | 6,192 | ₹3,14,305.92 |
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