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Tender Value
₹1.8 Cr
EMD Value
₹3.5 L
Closing Date
30 Jun 2026, 3:00 pm6d left
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer
4th floor, Paryatan Bhavan, Patto, Panaji
Upgradation / Beautification of surrounding area of Mahamaya and Ravalnath Temple at Bordem Bicholim Goa
2026_GTDCL_29833_1
GTDC/PC/EE-(N)/2026-27/e-27
Open Tender
Civil Works
180 days
4th floor, Paryatan Bhavan, Patto, Panaji
Please refer Tender documents.
6 documents required · 6 mandatory
₹8,000
₹3.5 L
17 Jun 2026
17 Jun 2026
1 Jul 2026
17 Jun 2026
30 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1 | TRANSPORTATION AND CARRIAGE OF MATERIALS (A) By tipper truck including loading, unloading and stacking (2km) Earth | 25 | cu.m. | - | - | 18% |
Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 5 | 100 sq.m. | - | - | 18% | |
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 including providing barricading, danger lighting guarding as directed in :All kinds of soil | 2,350 | cu.m. | - | - | 18% | |
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. in All types of Ordinary rock including all types of laterite rock, blasting prohibited | 424 | cu.m | - | - | 18% | |
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. | 1,855 | cu.m | - | - | 18% | |
Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 596 | cu.m | - | - | 18% | |
Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 85 | cu.m | - | - | 18% | |
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) | 14 | cu.m | - | - | 18% | |
Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 20mm nominal size) excluding cost of centering, shuttering and finishing :All works upto plinth level | 323 | cu.m | - | - | 18% | |
Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size) All works upto plinth level | 5 | cu.m. | - | - | 18% |
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