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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical Eligible |
| 2 | Accepted-Technical | Accepted-Technical Eligible |
Tender Value
₹2.9 Cr
EMD Value
₹5.8 L
Closing Date
9 Sept 2026, 5:00 pmClosed
Executive Engineer
4th floor Paryatan Bhavan Patto Panaji
Illumination of Spiritual and Touristic Places in Saligao and Sangolda in Bardez Taluka
2026_GTDCL_31540_1
GTDC/PC/EE(E)/2026-27/e-59
Open Tender
Electrical Works
Item Rate
180 days
4th floor Paryatan Bhavan Patto Panaji
Please refer Tender documents.
6 documents required · 6 mandatory
₹15,000
₹5.8 L
11 Sept 2026
2 Sept 2026
10 Sept 2026
2 Sept 2026
9 Sept 2026
2 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | GST % |
|---|---|---|---|---|---|---|
| 1.01 | Supply of 4 core armoured PVC/XLPE insulated, PVC sheathed aluminium conductor cable of 1.1 KV grade with ISI mark conforming to IS:1554(Part I) ,IS:7098(Part I) with latest amendments of following size.4 Core 10 sq.mm | 400 | Metre | - | - | 18% |
| 1.02 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 25 sq.mm direct in ground including excavation in the form of a trench as per Cable Trench Drawing provided by the Engineer-Incharge,sand cushioning with screened sand bed of 20mm thick , protective covering with bricks placed breadth-wise on top of cable all over the run( the brick protection shall cover the cable and project atleast 5 cms over the sides of the cable) and backfilling the excavated earth without stones or hard material and making the surface proper with 15 cm crown on the top complete as required.(a) In soily strata | 400 | Metre | - | - | 18% |
| 1.03 | Supply of 3 core unarmoured PVC/XLPE insulated, PVC sheathed copper conductor cable of 1.1 KV grade with ISI mark conforming to IS:1554(Part I) ,IS:7098(Part I) with latest amendments of following size. 3 Core 1.5 sq.mm | 5,600 | Metre | - | - | 18% |
| 1.04 | Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size not exceeding 25 sq.mm on surface, etc. complete as required | 5,600 | Metre | - | - | 18% |
| 1.05 | Earthing with GI earth pipe 2 mts long 40 mm dia medium class with ISI mark,of approved brands, including accessories and providing masonry enclosure with CI/RCC cover having locking /lifting arrangement and watering pipe etc. with charcoal or coke and salt) as required as per the Earthing Drawing provided by the Engineer-Incharge.The scope of work includes the following: a) Excavation of pit of size 1.0x1.0x 2.0 mtrs(min) and disposal of excavated soil. b) Class B GI pipe, 40mm diameter as per specifications. c) Charcoal/salt as per specs ( paid seperately). d) Refilling the pit of size 1.0x1.0x 2.0 mtrs(min) with soft black soil of minimum resistivity i/c transportation. e)Masonary chamber with proper foundation, cover plate and locking arrangement. f) Testing of earth value with earth megger and certifications of its value. Aluminium tag with embossed earthing value to be attached to the pipe. g)watering arrangement(plumbing will be paid seperately).(a) In soily strata | 96 | Set | - | - | 18% |
| 1.06 | Extra for using salt and charcoal for pipe earth electrode as required( 65 Kgs of Charcoal and 5 Kgs of Salt). | 96 | set | - | - | 18% |
| 1.07 | Supplying and laying 25 mm x 5 mm GI strip in 40 mm dia GI pipe from earth electrode as required | 288 | Metre | - | - | 18% |
| 1.08 | 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 kinds of soil | 108.28 | Cu.m | - | - | 18% |
| 1.09 | Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete. | - | Cu.m | - | - | 18% |
| 1.1 | Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded granitic or basaltic stone aggregate 40 m nominal size) excluding cost of centering, shuttering and finishing. All works upto plinth level | 1 | Cu.m | - | - | 18% |
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