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Tender For The Work Of Renovat, Curchorem - Tender Details
Explore tender information for Tender For The Work Of Renovat in Curchorem, including eligibility, deadlines, and bid specifics.
Power And Electricity Department
Curchorem, Goa, India
NTID 39422546
Opening Date : Wed 12th March, 2025- Closing Date : Tue 11th March, 2025
- ₹ 4732066.00
- NTID 39422546
Tender For The Work Of Renovation And Improvement Of Low Voltage At Dhudgal Village In V.p Sanvordem, Under The Jurisdiction Of Sub Div-iv, Div-vii, Curchorem
Key Values: Document Cost: 1500.00 | EMD: 94641.00 | Estimated Cost: 4732066.00
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
94641.00 -
Document Cost
1500.00 -
Estimated Cost
4732066.00
BOQ Items Total Items : 110 | Total Qty : 6022.62
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Material Cost (Materials which are shown under erection & which are not shown under material will be supplied departmentally. | ||
| 2 | Supply of RCC pole 9mtrs long 9meters long R.C.C. Pole conforming to IS standards as amended upto date. The Component used for pole shall conform to following IS amended upto date. Ordinary Port land cement 53 grade IS 12269 Aggregate IS 383-1970 Torsteel IS 1786-7985 MS bar IS 432 P 1&2-1982 The minimum ultimate transverse load of pole shall be 300Kg for 9mtr. RCC Pole respectively and factor of safety shall be 2.5. The pole shall be marked as per IS. The poles shall be tested as per IS 785 & 2905-1989 as amended upto date at the manufactures works in the presence of the departmental representative and test reports shall be furnished for acceptance. The poles will be accepted subject to passing of tests and verification of reinforcement and concrete after breaking one pole from each lot at cost of the manufacturer. | 5.00 | Nos |
| 3 | Supply of RCC pole 7.5mtrs long 7.5meters long R.C.C. Pole conforming to IS standards as amended upto date. The Component used for pole shall conform to following IS amended upto date. Ordinary Port land cement 53 grade IS 12269 Aggregate IS 383-1970 Torsteel IS 1786-7985 MS bar IS 432 P 1&2-1982 The minimum ultimate transverse load of pole shall be 250Kgs for 7.5mtr. RCC Pole respectively and factor of safety shall be 2.5. The pole shall be marked as per IS. The poles shall be tested as per IS 785 & 2905-1989 as amended upto date at the manufactures works in the presence of the departmental representative and test reports shall be furnished for acceptance. The poles will be accepted subject to passing of tests and verification of reinforcement and concrete after breaking one pole from each lot at cost of the manufacturer. | 4.00 | Nos |
| 4 | Supply of Stay sets complete for 9 mtr RCC pole HDGI Stay Sets Complete Comprising of stay rod with plate, HDGI stay wire of size 7/10swg, break insulator of 15KV/8KV, HDGI turn buckle with eye bolt, suitable HDGI stay clamps, HDGI nut bolts,. The Stay wire shall comply with the specific requirements of IS: 2141-1979, IS: 4826-1979 & IS: 6594-1974 or the latest versions thereof. The wires shall be of tensile grade 4 & having minimum tensile strength of 700 N/mm2 conforming to IS: 2141. GI stay rod of 1800mm long and 16mm dia with an eye band of internal dia 40mm at one end and threaded up to length of 200mm at the other end galvanized. GI stay plate of 450x450x8mm size with a hole drilled at the centre to suit 16mm dia GI rod galvanized. GI stay wire standard of size 7/3.15mm (7/10SWG) wire should conform to ISS-2141/68 grade I and hot dipped galvanized as per IS 4826/1968 with up to date amendments. Two nos of GI square washer of size 40x40x6mm to suit the 16mm dia GI rod. Two nos of GI hexagonal nut and bolt suitable for threaded portion of the stay rod mentioned above and conforming to IS-1365/67 with amendment No-1. All the GI materials shall conform to IS-226/75 with amendment No- 1 to 3 tested quality. The breaking load shall be 63KN min proof load (40% of breaking load shall be performed on all the stay sets. These figures have been taken from IS-16/74 with amendment No. Conforming to Drawing enclosed. Turn buckle with eye bolts for 11KV line & conforming to the following. One no of turn buckle made out of 16mm dia GI rod and 50x50x6mm M.S. angle galvanized. One eye bolt made out of 20mm dia GI rod with 40mm inner dia eye at one end threaded up to 300mm length from the other side. Two no s GI nuts suitable for the threaded portion of eye bolt material specification IS-226/77 (tested quality) The breaking load and proof load shall be as per BS16/64 with amendment No-1. GI wire with tensile strength 32Kg/mm to 55Kg/mm soft quality 4.00mm dia 8SWG wire should conform to ISS-280/1972 and galvanized to heavy type as per ISS-4826/1968 with up to date amendments. The strain insulators shall be sound, free from defects, thoroughly vitrified & smoothly glazed & shall comply with the IS: 5300-1969 or the latest version thereof. The L.T. strain insulator shall have a minimum failing load of 44KN. | 8.00 | Sets |
| 5 | Supply of HDGI nuts and bolts 100 X 16 mm The bolts and nuts shall be hot dip galvanized as per IS: 2629-1985 as amended upto date. Bolts and nuts shall be supplied in bags of 25 kgs each. The testing of galvanization of bolts and nuts shall be carried out by the manufacturer and test reports shall be furnished before supply of materials. Department reserves the right to witness above testing. | 20.00 | Kgs |
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