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Tender Value
₹2.4 Cr
EMD Value
₹4.7 L
Closing Date
24 Aug 2026, 3:00 pmDue today
Executive Engineer
patto Panaji Paryatan Bhavan 4th floor
Beautification of Vaddem Beach at Vaddem in Dabolim Constituency Mormugao Taluka Goa
2026_GTDCL_30969_1
GTDC/PC/EE-(S)/2026-27/e-44
Open Tender
Civil Works
Item Rate
180 days
patto Panaji Paryatan Bhavan 4th floor
Please refer Tender documents.
7 documents required · 7 mandatory
₹15,000
₹4.7 L
10 Aug 2026
10 Aug 2026
25 Aug 2026
10 Aug 2026
24 Aug 2026
10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1CIVIL WORKS | ||||||
| 1.01 | Transport and Carriage of Materials (A) By tipper truck including loading, unloading and stacking (10km) ii) Earth | 1,299 | Cu.m | - | - | 18% |
| 1.02 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 12 | 100/Sq.M | - | - | 18% |
| 1.03 | Felling trees of girth(measured at a height of 1. m. Above ground level) inluding cutting of trunks and branches removing the roots stacking the serviceable material and disposal of unserviceable material for all leads : a) beyond 30cm and upto 60cm girth | 1 | each | - | - | 18% |
| 1.04 | Earthwork in excavation by mechanical means (hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sq.m on plan) including disposal of excavated earth lead upto 50 m and lift upto 1.5m disposed earth to be leveled and neatly dressed includingproviding barricading, danger lighting guarding as directed in : a) All kind of soil | 1,236 | Cu.m | - | - | 18% |
| 1.05 | Earthwork 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. a) All kind of soil | 324 | Cu.m | - | - | 18% |
| 1.06 | Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge. | 18 | Cu.m | - | - | 18% |
| 1.07 | Providing, fabricating and installing the barricading made out of 1.5 m high M.S. Angle post of 65 mm × 65 mm × 6 mm with 1.5 mm thick M.S. Sheet of size 1.55 m × 1.2 m welded to the M.S. angle post/frames and fixed to 75 mm × 75 mm × 6 mm angle base as shown in sketch for minor works, displaying of the social slogan as per the Annex - III, daily cleaning of the same to get better appearance and interlocking arrangement to ensure continuity in provision and to avoid gap in between etc. complete and as directed by Engineer in-charge. | 40 | Meter | - | - | 18% |
| 1.08 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 569 | Cu.m | - | - | 18% |
| 1.09 | Exposed decorative laterite masonry using Patradevi stone of size as specified and laid as directed by architect in cement mortar 1:4 (1 cement : 4 coarse sand) | 20 | Cu.m | - | - | 18% |
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