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Tender Value
₹2.8 Cr
EMD Value
₹5.5 L
Closing Date
8 Sept 2026, 3:00 pm
Executive Engineer
Paryatan Bhavan Pato Panaji Goa
Upgradation Beautification and Illumination of Shree Sateri Devasthan Aglote Sancordem in Dharbandora Taluka Re tender
2026_GTDCL_31021_1
GTDC/PC/EE-(S)/2026-27/e-48
Open Tender
Civil Works
Item Rate
270 days
Paryatan Bhavan Patto Panaji Goa
Please refer Tender documents.
9 documents required · 9 mandatory
₹15,000
₹5.5 L
12 Aug 2026
12 Aug 2026
9 Sept 2026
12 Aug 2026
8 Sept 2026
12 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1CIVIL WORKS | ||||||
| 1.01 | Clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area | 15.3 | 100 sq.m | - | - | 18% |
| 1.02 | 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 : | 1,027 | Cu.m. | - | - | 18% |
| 1.03 | 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. | 350 | Cu.m | - | - | 18% |
| 1.04 | 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. | 160 | Cu.m. | - | - | 18% |
| 1.05 | Supplying and filling Moorum in plinth under floors, trenches including watering ramming consolidating, dressing, complete. | 73 | 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. | 560 | Cu.m. | - | - | 18% |
| 1.07 | Laterite masonry in neatly dressed stones of size as specified in cement mortar 1: 4 (1 cement : 4 coarse sand) in foundation and basement. | 238 | Cu.m. | - | - | 18% |
| 1.08 | 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. | 246 | Cu.m. | - | - | 18% |
| 1.09 | Half brick masonry in cement mortar 1:3 (1cement : 3 coarse sand) with bricks of class designation 75 kg /cm2. b. Upto floor V level. | 34 | Sq.m | - | - | 18% |
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