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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹50.3 LAccepted-Finance WARD NO 04 SUNHARI KICHHA U S NAGAR | CHAMOLI | UTTARAKHAND | 246401 | ₹50.3 L | L-1 | Accepted-Finance Accepted as per committee approval |
| 2 | L-2₹50.3 L+₹7,097.17 (0.14%)Rejected-Finance WARD NO 4 SUNHERI KICHHA RUDRAPUR | ₹50.3 L+₹7,097.17 (0.14%) | L-2 | Rejected-Finance Due to higher rate |
| 3 | L-3₹50.3 L+₹9,731.44 (0.19%)Rejected-Finance NEAR EAST WEST PUBLIC SCHOOL SHAHABAD GATE RAMPUR U P | ₹50.3 L+₹9,731.44 (0.19%) | L-3 | Rejected-Finance Due to higher rate |
| Sl No | Description | Qty | Unit | MANRAJ ELECTRICAL & INFRASTRUCTURE H3 | TNK Electricals H1 | M/s JAY ELECTRCIALS H2 |
|---|---|---|---|---|---|---|
| 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. | 8 | Nos. | 399 ₹3,192 Lowest | 399.5 ₹3,196 | 400 ₹3,200 |
| 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 | 30 | CBM | 227.5 ₹6,825 Lowest | 228 ₹6,840 | 227.9 ₹6,837 |
| 1.03 | Fixing, tightening and nozzling of stay with pole and stay rod on required tension as per drawing/manual in LT line | 30 | Nos. | 449 ₹13,470 Lowest | 450 ₹13,500 | 450 ₹13,500 |
| 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. | 0.86 | CBM | 5,490 ₹4,743.36 Lowest | 5,500 ₹4,752 | 5,495 ₹4,747.68 |
| 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 | 35 | CBM | 239.5 ₹8,382.5 Lowest | 240 ₹8,400 | 239.8 ₹8,393 |
| 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. | 30 | Nos. | 1,299.5 ₹38,985 Lowest | 1,300 ₹39,000 | 1,299.7 ₹38,991 |
| 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. | 8 | Nos. | 1,049 ₹8,392 Lowest | 1,050 ₹8,400 | 1,049.8 ₹8,398.4 |
| 1.08 | 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. | 2 | CBM | 5,124 ₹10,248 Lowest | 5,125 ₹10,250 | 5,124.5 ₹10,249 |
| 1.09 | 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. | 50 | Nos. | 599 ₹29,950 Lowest | 600 ₹30,000 | 600 ₹30,000 |
Tender Value
Refer Docs
EMD Value
₹1.0 L
Closing Date
4 Aug 2026, 12:00 pmClosed
Superintending Engineer
Electricity Distribution Circle, Rudrapur
Replacement of bare conductor by AB Cable in 11 KV Milak Feeder at Kuraiya, Chakoni and Milak emanating from 33/11 KV S/s Lalpur under EDD, Kichha
2026_UPCL3_97795_1
EDC(USN)26/2026-27
Open Tender
Electrical Works
Item Rate
90 days
Lalpur
Please refer tender documents
4 documents required · 4 mandatory
₹5,900
EE ETD Rudrapur
₹1.0 L
18 Sept 2026
18 Jul 2026
5 Aug 2026
18 Jul 2026
4 Aug 2026
18 Jul 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. | 8 | 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 | 30 | CBM | - | - |
| 1.03 | Fixing, tightening and nozzling of stay with pole and stay rod on required tension as per drawing/manual in LT line | 30 | 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. | 1 | 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 | 35 | 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. | 30 | 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. | 8 | Nos. | - | - |
| 1.08 | 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. | 2 | CBM | - | - |
| 1.09 | 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. | 50 | Nos. | - | - |
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