Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.1 LAccepted-AOC WARD NO 11 HOUSE NO 305 JAIL ROAD UDHAMPUR 182101 J K | UDHAMPUR | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L1 | Accepted-AOC L1 | |
| 2 | L2₹35.8 L+₹22,053.80 (0.62%)Rejected-Finance | L2 | Rejected-Finance OTHER THAN L1 | |
| 3 | L3₹37.6 L+₹2.0 L (5.68%)Rejected-Finance 6 RAILWAY STATION ROAD ONKAR INDUSTRIES GULAMALI PURA BAHRAICH UTTAR PRADESH 271801 | BAHRAICH | UTTAR PRADESH | 271801 | L3 | Rejected-Finance OTHER THAN L1 | |
| 4 | L4₹41.3 L+₹5.7 L (16.0%)Rejected-Finance 146 B SICOP BIRPUR INDUSTRIAL AREA BARI BRAHMANA JAMMU 181133 J K | BARI BRAHMANA | JAMMU | JAMMU AND KASHMIR | 181133 | L4 | Rejected-Finance OTHER THAN L1 | |
| 5 | L5₹43.8 L+₹8.2 L (23.0%)Rejected-Finance GROUND FLOOR MH ROAD UDHAMPUR 182101 | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L5 | Rejected-Finance OTHER THAN L1 |
| Sl No | Description | Qty | Unit | MOHAN LAL AND SONS L3 | PREM NATH KHAJURIA AND SONS L6 | PROACH ASSOCIATES BUILDERS & ENGINEERS L2 | Prakash Trading Corporation L7 | jaima electricals L4 | PARDEEP SHARMA L1 | M/S DHARAM & SONS ENTERPRISES L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling of old UNSVdamage/rusted PCC pole/steel tubular poles of any size necessary disconnecting cables/over head condcutor and removing unserviceable pole from site complete all as specified, and make good the distrubed surface complete all as specified and directed by Engineer-in-Charge. | 12 | Each | 20 ₹240 Lowest | 250 ₹3,000 | 100 ₹1,200 | 500 ₹6,000 | 100 ₹1,200 | 200 ₹2,400 | 700 ₹8,400 |
| 2.00 | Supply and fixing of steel tubular swaged poles erected vertically with two coat of aluminium paint ovar a coat of red oxide zinc chrome prime in externally exposed to view portion and black bituminous painting to intenal surface and portion embeded in concrete incl making five alternative strips 30 cm wide in different colour above ground level or plinth level incl marking of MES pole No in black paint complete with cast iron base plate, final tapper plug, bolts, nuts and screws as specified type 410 SP-31 (9.00 mtr long) and complete all as specified and directed by Engineer-in-Charge. | 12 | Each | 11,000 ₹1,32,000 | 14,300 ₹1,71,600 | 12,900 ₹1,54,800 | 17,000 ₹2,04,000 | 14,000 ₹1,68,000 | 10,200 ₹1,22,400 Lowest | 22,000 ₹2,64,000 |
| 3.00 | Dismantling of cross arms fixed on steel tubular poles carefully and removing from site complete all as specified and directed by Engineer-in-Charge. | 1.5 | Qtl | 20 ₹30 Lowest | 350 ₹525 | 100 ₹150 | 6,500 ₹9,750 | 100 ₹150 | 200 ₹300 | 400 ₹600 |
| 4.00 | M & L for Cross arm bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive of two coats of aluminium paint over a coat of zinc chrome primer complete all as specified and directed by Engineer-in-Charge. | 1.5 | Per Qtl | 5,000 ₹7,500 | 8,500 ₹12,750 | 7,600 ₹11,400 | 6,500 ₹9,750 | 7,000 ₹10,500 | 7,000 ₹10,500 | 3,000 ₹4,500 Lowest |
| 5.00 | M &L for demolition of cement concrete in ground floors and pavings n.exc 15 cm thickness (below or above ground level), complete all as specified and directed by Engineer-in-Charge. | 1.5 | Cum | 100 ₹150 Lowest | 1,500 ₹2,250 | 200 ₹300 | 2,100 ₹3,150 | 200 ₹300 | 200 ₹300 | 2,500 ₹3,750 |
| 6.00 | M&L for PCC 1:3:6 type C-1 using 20mm graded stone aggregates for filling in road cuts/hard standing etc complete all as specified and directed by Engineer-in-Charge. | 1.5 | Cum | 1,800 ₹2,700 | 4,200 ₹6,300 | 1,700 ₹2,550 Lowest | 2,200 ₹3,300 | 2,700 ₹4,050 | 3,000 ₹4,500 | 4,500 ₹6,750 |
| 7.00 | Excavation in trenches not exc. 1.5 metre wide and not exc. 1.50 mtr depth for laying of underground cable, erection of poles etc. and getting out in soft/loose soil including separating serviceable bricks for re-use at site obtained during excavation complete all as specified and directed by Engineer-in-Charge. | 900 | Cum | 90 ₹81,000 | 100 ₹90,000 | 89 ₹80,100 | 90 ₹81,000 | 50 ₹45,000 Lowest | 67 ₹60,300 | 150 ₹1,35,000 |
| 8.00 | Description all as per Ser item No 7.00 here-in-before, but exc. 1.50 metre depth and not exc. 3.00 metre deep. | 0.8 | Cum | 100 ₹80 | 250 ₹200 | 200 ₹160 | 90 ₹72 | 50 ₹40 Lowest | 84 ₹67.2 | 5,800 ₹4,640 |
| 9.00 | Returning, filling in, including, spreading, leveling, watering and well ramming in layers n.exc. 25 cm in soils complete all as specified and directed by Engineer-in-Charge. | 990 | Cum | 5 ₹4,950 | 20 ₹19,800 | 20 ₹19,800 | 3 ₹2,970 Lowest | 5 ₹4,950 | 30 ₹29,700 | 15 ₹14,850 |
| 10.00 | Removing excavated soil n. exc 50 m and depositing where directed at a level n.exc. 1.5 mtr above the starting point complete all as specified and directed by Engineer-in-Charge. | 90 | Cum | 5 ₹450 | 10 ₹900 | 20 ₹1,800 | 3 ₹270 Lowest | 5 ₹450 | 30 ₹2,700 | 15 ₹1,350 |
Tender Value
₹47 L
EMD Value
₹94,000
Closing Date
30 May 2026, 6:00 pmClosed
GE (Utilities) Udhampur
GE (Utilities) Udhampur PO-Garhi Pin-182121
Repair/Maint of LT panels, LT cables along with allied works in Bikram Enclave, Ascone Node and other locations under GE (Utilities) Udhampur
2026_MES_764541_1
GE/U-54/2026-27
Open Tender
Miscellaneous Works
Item Rate
180 days
GE (Utilities) Udhampur
AS PER NIT
8 documents required · 8 mandatory
₹500
GE (Utilities) Udhampur
₹94,000
17 Jul 2026
9 May 2026
1 Jun 2026
9 May 2026
30 May 2026
23 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismantling of old UNSVdamage/rusted PCC pole/steel tubular poles of any size necessary disconnecting cables/over head condcutor and removing unserviceable pole from site complete all as specified, and make good the distrubed surface complete all as specified and directed by Engineer-in-Charge. | 12 | Each | - | - |
| 2 | Supply and fixing of steel tubular swaged poles swan neck type with two coat of aluminium paint ovar a coat of red oxide zinc chrome prime in externally exposed to view portion and black bituminous painting to intenal surface and portion embeded in concrete incl making five alternative strips 30 cm wide in different colour above ground level or plinth level incl marking of MES pole No in black paint complete with cast iron base plate, final tapper plug, bolts, nuts and screws as specified type 410 SP-31 (9.00 mtr long) and complete all as specified and directed by Engineer-in-Charge. | 12 | Each | - | - |
| 3 | Dismantling of cross arms fixed on steel tubular poles carefully and removing from site complete all as specified and directed by Engineer-in-Charge. | 1.5 | Qtl | - | - |
| 4 | M & L for Cross arm bracings, supports, clamps and back plates fabricated from structural steel sections including nuts, bolts, washers, welding, bending cold or hot, drilling holes for bolts, in any shape or size as indicated or directed and inclusive of two coats of aluminium paint over a coat of zinc chrome primer complete all as specified and directed by Engineer-in-Charge. | 1.5 | Per Qtl | - | - |
| 5 | M &L for demolition of cement concrete in ground floors and pavings n.exc 15 cm thickness (below or above ground level), complete all as specified and directed by Engineer-in-Charge. | 1.5 | Cum | - | - |
| 6 | M&L for PCC 1:3:6 type C-1 using 20mm graded stone aggregates for filling in road cuts/hard standing etc complete all as specified and directed by Engineer-in-Charge. | 1.5 | Cum | - | - |
| 7 | Excavation in trenches not exc. 1.5 metre wide and not exc. 1.50 mtr depth for laying of underground cable, erection of poles etc. and getting out in soft/loose soil including separating serviceable bricks for re-use at site obtained during excavation complete all as specified and directed by Engineer-in-Charge. | 900 | Cum | - | - |
| 8 | Description all as per Ser item No 7.00 here-in-before, but exc. 1.50 metre depth and not exc. 3.00 metre deep. | 0.8 | Cum | - | - |
| 9 | Returning, filling in, including, spreading, leveling, watering and well ramming in layers n.exc. 25 cm in soils complete all as specified and directed by Engineer-in-Charge. | 990 | Cum | - | - |
| 10 | Removing excavated soil n. exc 50 m and depositing where directed at a level n.exc. 1.5 mtr above the starting point complete all as specified and directed by Engineer-in-Charge. | 90 | Cum | - | - |
stage.html
html • 0.06 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.29 MB
TENDER54.pdf
Tender Documents • 1.29 MB
BOQ_856325.xls
BOQ • 9.76 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .