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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-Finance H NO 1135 VOLVOLEN TIVIM BARDEZ GOA 403502 | TIVIM | BARDEZ | GOA | 403502 | ₹8.5 L | L1 | Accepted-Finance L1 |
| 2 | L2₹8.6 L+₹9,745.21 (1.15%)Rejected-Finance | ₹8.6 L+₹9,745.21 (1.15%) | L2 | Rejected-Finance L2 |
Tender Value
₹8.1 L
EMD Value
₹16,242
Closing Date
30 Apr 2026, 5:00 pmClosed
EXECUTIVE ENGINEER, DIVN V, BICHOILM.
O/O EXECUTIVE ENGINEER, DIVN V, BICHOLIM.
Tender for the work of shifting of 11 KV underground cable at Govindnagar Bicholim, as per the request of PWD Bicholim, under Sub Division I, Bicholim, Division V, Bicholim.
2026_ED_28899_1
Tender-06/Div-V (2026-27)
Open Tender
Electrical Works
Percentage
180 days
GOVINDNAGAR, BICHOLIM
AS PER NIT SPECIFICATIONS
2 documents required · 2 mandatory
₹500
₹16,242
19 May 2026
23 Apr 2026
4 May 2026
24 Apr 2026
30 Apr 2026
27 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Cost of Material | - | - | - | - |
| 2 | Supply and laying of underground cable protective cover as per specification as given below: The concrete slab shall be machine made using semidry concrete that is batched in a fully autimatic PLC controlled concrete batching plant and cast in a fully automatic "vibro-Press" machine with a high vibration frequency and hyraulic pressure of 40 MT, the size of the slab shall be 480mm x 250mm x 50 mm, (+/- 2mm) and the concrete grade shall be M30 adhering to IS 456:2000 and shall have a minimum crushing strength of 30 N/mm2/(28 days strength) when tested. =(250/0.48)*2 | - | Nos | - | - |
| 3 | River Sand (except in sandy soil) bed of 200mm for cushioning of 11 KV XLPE underground cable, as per technical specifications & as per direction of the Engineer-in-charge. | - | m3 | - | - |
| 4 | RCC Cable route marker (400 x 900 x 100mm) (as per CEE approved drawing, copy enclosed) (one per every 100m for entire route length & joints)=250/50 | - | No | - | - |
| 5 | Supply & Erection of Warning tape. | - | R.Kms | - | - |
| 6 | LATERITE MASONARY WORKS: RUBBLE PACKING WITH HARD LATERITE STONE UNDER FLOORS INCLUDING WATERING RAMMING AND CONSOLIDATING ETC. IN PIPELINE TRENCHES AND OTHER FOUNDATION COMPLETE FOR: D/C 11KV cable trench (0.2*0.9*250m) | - | m3 | 2,211 | - |
| 7 | Supply and erection of straight through joint for 300 sq.mm cable | 2 | No | - | - |
| 8 | 11KV 3 phase indoor terminating kit to be used with cables - 300 sq.mm. | 2 | No | - | - |
| 9 | Bricks class design 75 kg/cm2 (1st class wire cut) for D/C | - | Nos | - | - |
| 10 | GI pipe 150mm, class B (as raiser) road crossing(1*2)*6 | 12 | Mts | - | - |
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tech_eval.pdf
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