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Tender Value
₹83.6 L
EMD Value
₹1.7 L
Closing Date
13 Oct 2026, 3:00 pm
Executive Engineer
Paryatan Bhavan Patto Panaji Goa
Reconstruction Of Existing Stage Room And Development Of Surrounding Area With Beautification And Illumination At Bhatwadi Headland Sada In Mormugao Constituency
2026_GTDCL_32113_1
GTDC/PC/EE-(S)/2026-27/e-65
Open Tender
Civil Works
Item Rate
180 days
4th floor Paryatan Bhavan Patto - Panaji - Goa
Please refer Tender documents.
12 documents required · 12 mandatory
₹8,000
₹1.7 L
30 Sept 2026
30 Sept 2026
14 Oct 2026
30 Sept 2026
13 Oct 2026
30 Sept 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 | 130 | Cu.M | - | - | 18% |
| 1.02 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 2.6 | 100/Sq.M | - | - | 18% |
| 1.03 | 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 : C) Hard rock where blasting prohibited | 143.78 | Cu.M | - | - | 18% |
| 1.04 | 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 | 109 | Cu.M | - | - | 18% |
| 1.05 | 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. | 119 | Cu.M | - | - | 18% |
| 1.06 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | 345 | Cu.M | - | - | 18% |
| 1.07 | Laterite masonry in neatly dressed stones for 23 cms thick masonry walls in c.m. 1 : 4 (1 cement : 4 coarse sand in foundation upto plinth level ( Extra for laterite masonry in all sizes in superstructure from floor I level upto floor V level ) | 24 | Cu.M | - | - | 18% |
| 1.08 | 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 : a) All works upto plinth level | 206 | Cu.M | - | - | 18% |
| 1.09 | Centering & shuttering including Strutting, Propping & removal of forms for : i) Foundations, Footings, Bases for Columns | 24 | Sq.M | - | - | 18% |
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BOQ_32501.xls
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