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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹66.6 LAccepted-AOC WARD NO 04 SUNHARI KICHHA U S NAGAR | CHAMOLI | UTTARAKHAND | 246401 | ₹66.6 L | L-1 | Accepted-AOC Work awarded |
| 2 | L-2₹66.7 L+₹6,100.84 (0.09%)Rejected-Finance KATORATAL STREET KASHIPUR U S NAGAR | DEHRADUN | UTTARAKHAND | 248001 | ₹66.7 L+₹6,100.84 (0.09%) | L-2 | Rejected-Finance Due to Higher rate |
| 3 | L-3₹66.7 L+₹7,469.19 (0.11%)Rejected-Finance NEAR EAST WEST PUBLIC SCHOOL SHAHABAD GATE RAMPUR U P | ₹66.7 L+₹7,469.19 (0.11%) | L-3 | Rejected-Finance Due to Higher rate |
| Sl No | Description | Qty | Unit | TNK Electricals L3 | MANRAJ ELECTRICAL & INFRASTRUCTURE L1 | M/S J K ELECTRICALS L2 |
|---|---|---|---|---|---|---|
| 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. | 120 | Nos. | 399.5 ₹47,940 | 399 ₹47,880 Lowest | 400 ₹48,000 |
| 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 | 40 | CBM | 228 ₹9,120 | 227.5 ₹9,100 Lowest | 227.9 ₹9,116 |
| 1.03 | Fixing, tightening and nozzling of stay with pole and stay rod on required tension as per drawing/manual in LT line. | 40 | Nos. | 449.5 ₹17,980 | 449 ₹17,960 Lowest | 450 ₹18,000 |
| 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. | 8 | CBM | 5,496 ₹43,968 | 5,490 ₹43,920 Lowest | 5,495 ₹43,960 |
| 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. | 95 | CBM | 240 ₹22,800 | 239.5 ₹22,752.5 Lowest | 239.8 ₹22,781 |
| 1.06 | Erection of PCC single support pole in proper level and alignment along with fixing of all accessories like top channel,& clamps as per RESPO manual. | 80 | Nos. | 1,300 ₹1,04,000 | 1,299.5 ₹1,03,960 Lowest | 1,299.7 ₹1,03,976 |
| 1.07 | Erection of SP-33 single support pole in proper level and alignment along with fixing of all accessories like top channel & clamps as per RESPO manual. | 10 | Nos. | 1,049.5 ₹10,495 | 1,049 ₹10,490 Lowest | 1,049.8 ₹10,498 |
| 1.08 | 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. | 5 | Nos. | 1,299.6 ₹6,498 | 1,299 ₹6,495 Lowest | 1,299.8 ₹6,499 |
| 1.09 | Grouting of pole in size 0.45x0.45x1/9 of the support in CC ration 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. | 6.3 | CBM | 5,125 ₹32,287.5 | 5,124 ₹32,281.2 Lowest | 5,124.5 ₹32,284.35 |
Tender Value
Refer Docs
EMD Value
₹1.3 L
Closing Date
27 Mar 2026, 12:00 pmClosed
Superintending Engineer
Electricity Distribution Circle, Rudrapur
Providing AB Cable at various places in 33/11 KV Kichha under EDD Kichha
2026_UPCL3_92905_1
EDC(USN)76/2025-26
Open Tender
Electrical Works
Item Rate
90 days
Kichha
Pl. refer tender documents
4 documents required · 4 mandatory
₹5,900
EE ETD Rudrapur
₹1.3 L
29 Aug 2026
10 Mar 2026
28 Mar 2026
10 Mar 2026
27 Mar 2026
11 Mar 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. | 120 | Nos. | - | - |
| 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 | 40 | CBM | - | - |
| 1.03 | Fixing, tightening and nozzling of stay with pole and stay rod on required tension as per drawing/manual in LT line. | 40 | Nos. | - | - |
| 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. | 8 | CBM | - | - |
| 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. | 95 | CBM | - | - |
| 1.06 | Erection of PCC single support pole in proper level and alignment along with fixing of all accessories like top channel,& clamps as per RESPO manual. | 80 | Nos. | - | - |
| 1.07 | Erection of SP-33 single support pole in proper level and alignment along with fixing of all accessories like top channel & clamps as per RESPO manual. | 10 | Nos. | - | - |
| 1.08 | 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. | 5 | Nos. | - | - |
| 1.09 | Grouting of pole in size 0.45x0.45x1/9 of the support in CC ration 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. | 6.3 | CBM | - | - |
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