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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | H1₹1.0 CrAdmitted-Finance WARD NO 01 PUNJABI COLONY GADARPUR U S NAGAR | LUDHIANA | PUNJAB | 141001 | ₹1.0 Cr | H1 | Admitted-Finance |
| 2 | H2₹1.0 CrAdmitted-Finance COURT ROAD UTTARKASHI | ₹1.0 Cr | H2 | Admitted-Finance |
| 3 | H3₹1.0 CrAdmitted-Finance NEAR SHIV SHAKTI DHARAM KANTA SHIV PURAM FULSUNGA RUDRAPUR U S NAGAR UTTARAKHAND | UDAM SINGH NAGAR | UTTARAKHAND | 244712 | ₹1.0 Cr | H3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | PERFECT ELECTRICALS AND ENGINEERS H3 | SHIV ELECTRICALS H2 | HIMALAYA BUILDCON H1 |
|---|---|---|---|---|---|---|
| 1.00Annexure-A (LABOUR CHARGES) | ||||||
| 1.01 | Earthing of support with M.S. Earth rod of 2.5 meter long by hammaring of M.S. Rod to proper depth and connecting the earth electrode with the help of G.I. wire as per construction manual. | 18 | Nos | 390 ₹7,020 Lowest | 394 ₹7,092 | 398.5 ₹7,173 |
| 1.02 | Fabrication of MS Channel angle iron etc in required sizes with drilling of holes upto good finish for top channel, bracing and special type bracket etc. as per RESPO schedule and local approved drawing. | 700 | Kg. | 18 ₹12,600 Lowest | 20 ₹14,000 | 21 ₹14,700 |
| 1.03 | Excavation of earth for stay pit of size 0.6x0.6x1.2 mtr in all types of soil including proper dressing of sides and ramming of bottom including getting out the excavated soil and disposal of surplus excavated soil as directed complete work | 5.2 | CBM | 220 ₹1,144 Lowest | 225 ₹1,170 | 226 ₹1,175.2 |
| 1.04 | Fixing, tightening and nozzling of stay with pole and stay rod on required tension as per drawing/manual in 11 KV line | 12 | Nos | 545 ₹6,540 Lowest | 548 ₹6,576 | 550 ₹6,600 |
| 1.05 | Grouting of Stay in size 0.6x0.6x0.3 in CC ratio 1:4:8 (1 cement : 4 graded stone 20mm nominal size : 8 coarse sand ) block including cost of Cement, sand and stone ballast back filling of soil and boulders in pit and ramming and proper alignment, leveling as per RESSPO Manual. | 1.3 | CBM | 5,490 ₹7,137 Lowest | 5,498 ₹7,147.4 | 5,500 ₹7,150 |
| 1.06 | Excavation of earth for pole pit of size 0.9x0.6x1/6 of full length of pole for erection of pole in all types of soil including proper dressing of sides and ramming of bottom including etting out the excavated soil and disposal of surplus excavated soil as directed complete work. | 18 | CBM | 235 ₹4,230 Lowest | 237 ₹4,266 | 240 ₹4,320 |
| 1.07 | Erection of SP-55 single support pole in proper level and alignment along with fixing of all accessories like top channel & clamps as per RESPO manual. | 12 | Nos. | 1,280 ₹15,360 Lowest | 1,291 ₹15,492 | 1,295.6 ₹15,547.2 |
| 1.08 | Erection of SP-55 double support pole in proper level and alignment along with fixing of all accessories like top channel, X bracings & clamps as per RESPO manual. | 3 | Nos | 2,640 ₹7,920 Lowest | 2,645 ₹7,935 | 2,648 ₹7,944 |
| 1.09 | Grouting of pole in size 0.45x0.45x1/9 of the support in CC ratio 1:4:8(1 cement:4 graded stone20 mm niminal size: 8 coarse sand) block including cost of cement, sand and stone ballast back filling of soil and boulders in pit and ramming and proper alignment, levelling as per RESPO cnstruction manual | 4.5 | CBM | 5,120 ₹23,040 Lowest | 5,124 ₹23,058 | 5,125 ₹23,062.5 |
Tender Value
Refer Docs
EMD Value
₹2.1 L
Closing Date
30 Jun 2026, 12:00 pmClosed
Superintending Engineer
Electricity Distribution Circle, Rudrapur
Replacement of bare conductor by Covered Conductor in 11 KV Feeder Lalpur 2nd Feeder (Lalpur to Shripur) emanating from 33/11 KV S/s Lalpur under EDD, Kichha
2026_UPCL3_96684_1
EDC(USN)18/2026-27
Open Tender
Electrical Works
Item Rate
90 days
Lalpur
Pl. refer tender documents
4 documents required · 4 mandatory
₹11,800
EE ETD Rudrapur
₹2.1 L
18 Aug 2026
16 Jun 2026
1 Jul 2026
16 Jun 2026
30 Jun 2026
16 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Annexure-A (LABOUR CHARGES) | |||||
| 1.01 | Earthing of support with M.S. Earth rod of 2.5 meter long by hammaring of M.S. Rod to proper depth and connecting the earth electrode with the help of G.I. wire as per construction manual. | 18 | Nos | - | - |
| 1.02 | Fabrication of MS Channel angle iron etc in required sizes with drilling of holes upto good finish for top channel, bracing and special type bracket etc. as per RESPO schedule and local approved drawing. | 700 | Kg. | - | - |
| 1.03 | Excavation of earth for stay pit of size 0.6x0.6x1.2 mtr in all types of soil including proper dressing of sides and ramming of bottom including getting out the excavated soil and disposal of surplus excavated soil as directed complete work | - | CBM | - | - |
| 1.04 | Fixing, tightening and nozzling of stay with pole and stay rod on required tension as per drawing/manual in 11 KV line | 12 | Nos | - | - |
| 1.05 | Grouting of Stay in size 0.6x0.6x0.3 in CC ratio 1:4:8 (1 cement : 4 graded stone 20mm nominal size : 8 coarse sand ) block including cost of Cement, sand and stone ballast back filling of soil and boulders in pit and ramming and proper alignment, leveling as per RESSPO Manual. | - | CBM | - | - |
| 1.06 | Excavation of earth for pole pit of size 0.9x0.6x1/6 of full length of pole for erection of pole in all types of soil including proper dressing of sides and ramming of bottom including etting out the excavated soil and disposal of surplus excavated soil as directed complete work. | 18 | CBM | - | - |
| 1.07 | Erection of SP-55 single support pole in proper level and alignment along with fixing of all accessories like top channel & clamps as per RESPO manual. | 12 | Nos. | - | - |
| 1.08 | Erection of SP-55 double support pole in proper level and alignment along with fixing of all accessories like top channel, X bracings & clamps as per RESPO manual. | 3 | Nos | - | - |
| 1.09 | Grouting of pole in size 0.45x0.45x1/9 of the support in CC ratio 1:4:8(1 cement:4 graded stone20 mm niminal size: 8 coarse sand) block including cost of cement, sand and stone ballast back filling of soil and boulders in pit and ramming and proper alignment, levelling as per RESPO cnstruction manual | - | CBM | - | - |
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