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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-Finance | ₹1.5 Cr | L1 | Accepted-Finance Found 1st lowest |
| 2 | L2₹1.7 CrAccepted-Finance 2 1433 D 6 KAMAL COLONY SAHARANPUR UP PIN 247001 | SAHARANPUR | UTTAR PRADESH | 247001 | ₹1.7 Cr | L2 | Accepted-Finance Found 2nd lowest |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.7 Cr
EMD Value
₹4.0 L
Closing Date
5 May 2026, 5:00 pmClosed
Senior Manager (E) HQ
A-1/4 Lakhanpur, Kanpur
Providing H.T. L.T. and Street Light (Composite) Power Network System at Industrial Area Trishundi (Balance Work) Distt. Amethi.
2026_SIDC_1133635_1
ED_III_413_12012025
Open Tender
Electrical Works
Percentage
180 days
Trishundi Distt. Amethi
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,295
UPSIDA
₹4.0 L
25 Aug 2026
7 Apr 2026
6 May 2026
7 Apr 2026
5 May 2026
7 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 | Supply&errection of Steel-tubular pole 410 SP-56,11 mtr. long 241 Kg. complete with 1/6 th of over all length of pole in cement concrete with one feet square/one feet dia cement ,concrete plinth around the pole above ground level. The foundations of underground will be of cement concrete in the ratio 1:2:4 .The stone ballast/brick-ballast used will be 1.25 cm (1/2x1) size with the stone pad 30x30x7.5 cm at the base, with MS pole Cap including all T&P, men & material for proper completion of work as per direction of Engineer in charge rate as per SIDC Sch. 02.07 | 185 | Nos. | - | - |
| 2 | Supply/Fixing 11 KV ordinary pole fittings inculding all T&P, men & material for proper completion of work as per direction of Engineer in charge as per SIDC Sch. 03(a) | 167 | Nos. | - | - |
| 3 | Supply & fixxing of 11 KV Originating/terminating pole fittings including all T&P, men & material for proper completion of work as per direction of Engineer in charge as per SIDC Sch. 03.02(v) | 18 | Nos. | - | - |
| 4 | Supply & fixxing of 11KV single/Section pole fittings including all T&P, men & material for proper completion of work as per direction of Engineer in charge as per SIDC Sch. 03(d) | 4 | Nos. | - | - |
| 5 | Supply & fixxing of 11 KV T-off pole fittings including all T&P, men & material for proper completion of work as per direction of Engineer in charge as per SIDC Sch. 03(c) | 8 | Nos. | - | - |
| 6 | Supply & fixxing of straight M.S channel of 75x40 mm, 2.24 Mtr.long including cost of holding clamps and materials for proper completion of work as per direction of Engineer in charge as per SIDC Sch. 03.03 | 20 | Nos. | - | - |
| 7 | Supply & fixxing of 11 KV pin with insulator on channel & cross arm fixed on ST pole including cost of nuts,bolts,washers,T&P men & material for proper completion of work as per direction of Engineer in charge rate as per SIDC Sch. 03.07 | 12 | Nos. | - | - |
| 8 | Supply & fixxing of 11 KV disc fittings for proper completion of work as per direction of Engineer in charge rate as per SIDC Sch. 03.08 | 12 | Nos. | - | - |
| 9 | Supply&errection of double pole structure 410 SP-56,11 mtr. Long ST Pole complete with 1/6 th of over all length of pole in cement concrete with one feet square/one feet dia cement ,concrete plinth around the pole above ground level .The foundations of underground will be of cement concrete in the ratio 1:2:4 .The stone ballast/brick-ballast used will be 1.25 cm (1/2x1) size with the stone pad 30x30x7.5 cm at the base, including all T&P, men & material for proper completion of work rate as per SIDC Sch. 04(a) | 6 | Nos. | - | - |
| 10 | Supply&errection of Stay set of HT Line for ST pole with GI anchor plate(152x152x6mm) stay rod (16mm dia x 1.85 mtr.long) GI stay below (16 mm dia, thimble,double stay, tightener ,stay insulator ,clamps & stay wire (GS 7/13 .15 mm) including grouting in 1:4:8 ratio of cement concrete using course sand ,over brunt brick ballast. including all T&P, men & material for proper completion of work as per direction of Engineer in charge as per SIDC Sch. No. 06(a) | 34 | Nos. | - | - |
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