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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 CrAdmitted-Finance | ₹1.9 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.9 CrAdmitted-Finance NEAR SHIV SHAKTI DHARAM KANTA SHIV PURAM FULSUNGA RUDRAPUR U S NAGAR UTTARAKHAND | UDAM SINGH NAGAR | UTTARAKHAND | 244712 | ₹1.9 Cr | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical POLICE LINE ROAD KUMOUR PITHORAGARH | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | PERFECT ELECTRICALS AND ENGINEERS L2 | AT INFRAPOWER L1 |
|---|---|---|---|---|---|
| 1.00Annexure-A (LABOUR CHARGES) | |||||
| 1.01 | Fabrication of MS Channel angle iron etc in required sizes with drilling of holes upto goo+B18:B40d finish for top channel, bracing and special type bracket etc. as per RESPO schedule and local approved drawing. | 250 | Kg. | 21.42 ₹5,355 | 20.5 ₹5,125 |
| 1.02 | 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 | 2.59 | CBM | 232.58 ₹602.85 | 227.5 ₹589.68 |
| 1.03 | Fixing, tightening and nozzling of stay with pole and stay rod on required tension as per drawing/manual in 11 KV Line | 4 | Nos. | 1,080.61 ₹4,322.44 | 1,058.5 ₹4,234 |
| 1.04 | 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. | 0.43 | CBM | 5,610.55 ₹2,423.76 | 5,499 ₹2,375.57 |
| 1.05 | 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. | 7.9 | CBM | 244.82 ₹1,934.08 | 239.5 ₹1,892.05 |
| 1.06 | 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. | 8 | Nos. | 1,326.13 ₹10,609.04 | 1,299 ₹10,392 |
| 1.07 | 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 | 5.27 | CBM | 5,228.01 ₹27,551.61 | 5,124 ₹27,003.48 |
| 1.08 | Muffing of poles size 0.45x0.60 cm radius with 1:3:6(1 cement:3 coarse sand :graded stone 10 mm nominal size) block size 45 cm height from ground level including cost of cement, stone and sand etc. | 105 | Nos. | 648.37 ₹68,078.85 | 635 ₹66,675 |
| 1.09 | Dismantling of existing HT line including disc fitting, Insulator, clamps, Nut & Bolts and consumer connections and Street light connections etc. including rolling of conductor and cartage back from site to JE store(ACSR Rabbit) | 8.5 | CKM | 4,896.48 ₹41,620.08 | 4,799 ₹40,791.50 |
Tender Value
Refer Docs
EMD Value
₹3.8 L
Closing Date
15 Apr 2026, 12:00 pmClosed
Superintending Engineer
Electricity Distribution Circle, Rudrapur
for Replacement of ACSR bare conductor by Insulated Covered Conductor (AAAC) in residential area in 11 KV Badhaipura Town Feeder (Double Circuit) under 33/11 KV S/s Bhadaipura under EDD-I, Rudrapur
2026_UPCL3_93527_1
EDC(USN)78/2025-26
Open Tender
Electrical Works
90 days
Rudrapur
Pl. refer tender documents
4 documents required · 4 mandatory
₹11,800
EE ETD Rudrapur
₹3.8 L
15 May 2026
25 Mar 2026
16 Apr 2026
25 Mar 2026
15 Apr 2026
27 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Annexure-A (LABOUR CHARGES) | |||||
Fabrication of MS Channel angle iron etc in required sizes with drilling of holes upto goo+B18:B40d finish for top channel, bracing and special type bracket etc. as per RESPO schedule and local approved drawing. | 250 | Kg. | - | - | |
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 | 2.59 | CBM | - | - | |
Fixing, tightening and nozzling of stay with pole and stay rod on required tension as per drawing/manual in 11 KV Line | 4 | Nos. | - | - | |
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. | 0.43 | CBM | - | - | |
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. | 7.9 | CBM | - | - | |
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. | 8 | Nos. | - | - | |
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 | 5.27 | CBM | - | - | |
Muffing of poles size 0.45x0.60 cm radius with 1:3:6(1 cement:3 coarse sand :graded stone 10 mm nominal size) block size 45 cm height from ground level including cost of cement, stone and sand etc. | 105 | Nos. | - | - | |
Dismantling of existing HT line including disc fitting, Insulator, clamps, Nut & Bolts and consumer connections and Street light connections etc. including rolling of conductor and cartage back from site to JE store(ACSR Rabbit) | 8.5 | CKM | - | - | |
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