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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.6 LAccepted-AOC | ₹36.6 L Quoted ₹37.6 L | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹38.9 LRejected-Finance HOUSE NO 41 WARD NO 09 ARYA SAMAJ GALI UDHAMPUR 182101 J K | UDHAMPUR | UDHAMPUR | J K | 182101 | ₹38.9 L | L2 | Rejected-Finance OTHER THAN L1 |
| 3 | L3₹41.8 LRejected-Finance R O WARD NO 08 H NO 108 DHAR ROAD UDHAMPUR TEHSIL DISTT UDHAMPUR 182101 | UDHAMPUR | UDHAMPUR | J K | 182101 | ₹41.8 L | L3 | Rejected-Finance OTHER THAN L1 |
| 4 | L4₹42.0 LRejected-Finance 6 RAILWAY STATION ROAD ONKAR INDUSTRIES GULAMALI PURA BAHRAICH UTTAR PRADESH 271801 | BAHRAICH | UTTAR PRADESH | 271801 | ₹42.0 L | L4 | Rejected-Finance OTHER THAN L1 |
| 5 | L5₹44.7 LRejected-Finance 146 B SICOP BIRPUR INDUSTRIAL AREA BARI BRAHMANA JAMMU 181133 J K | BARI BRAHMANA | JAMMU | JAMMU AND KASHMIR | 181133 | ₹44.7 L | L5 | Rejected-Finance OTHER THAN L1 |
| Sl No | Description | Qty | Unit | slathia construction works L3 | MOHAN LAL AND SONS L4 | M/S N.K. POWER SYSTEMS AND PROJECTS L2 | PROACH ASSOCIATES BUILDERS & ENGINEERS L1 | jaima electricals L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Dismantling of unserviceable concerete/steel tubular pole any size upto 9 mtr long including breaking up PCC and making good disturbed surface and removing materials from site of work, complete all as specified and directed by Engineer-in-Charge. | 30 | Each | 500 ₹15,000 | 80 ₹2,400 | 200 ₹6,000 | 100 ₹3,000 | 100 ₹3,000 |
| 2.00 | M & L for PCC 1:4:8, type D-2, (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 0.7 | Cum | 3,000 ₹2,100 | 1,700 ₹1,190 | 3,000 ₹2,100 | 2,200 ₹1,540 | 2,500 ₹1,750 |
| 3.00 | M & L for PCC 1:3:6, type C-2, (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | 14 | Cum | 3,500 ₹49,000 | 2,100 ₹29,400 | 3,400 ₹47,600 | 2,300 ₹32,200 | 2,300 ₹32,200 |
| 4.00 | M & L for PCC 1:2:4, type B-1, (using 20mm graded stone aggregate) as in coping including necessary use & waste of form work complete all as specified and directed by Engineer-in-Charge. | 0.75 | Cum | 3,500 ₹2,625 | 2,800 ₹2,100 | 6,000 ₹4,500 | 2,500 ₹1,875 | 2,300 ₹1,725 |
| 5.00 | 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. | 5 | Each | 15,000 ₹75,000 | 15,000 ₹75,000 | 11,000 ₹55,000 | 12,990 ₹64,950 | 18,000 ₹90,000 |
| 6.00 | Refixing of serviceable steel tubular pole of any type size and height obtained from item above at the location complete all as specified and directed by Engineer-in-Charge.
[Note :- Earth work and concrete foundation shall be measured and paid seperately under relevant items of Sch ' | 15 | Each | 1,000 ₹15,000 | 800 ₹12,000 | 200 ₹3,000 | 800 ₹12,000 | 500 ₹7,500 |
| 7.00 | Supply and install 9 metre high not dip galvanised octagonal single piece pole with top not less than 70 mm A/F, bottom 175mm A/F having base plate of size not less than 275x275x16mm thick and PCD of 270 mm dia including 4 Nos 24 mm dia 750 mm long 'J' type EN8 grade foundation bolt with all suitable accessories or as per design of manufacturer or as per site. The grade of steel for reinforcement shall be FE-415 D or Fe- 500) ccomplete all as specified and directed by Engineer-in-Charge.
Make: Bajaj or equivalent model of Philips, CG
Note :- Excavation, PCC of 'J' bolt foundation include in this itam rate. | 10 | Each | 20,000 ₹2 L | 16,000 ₹1.6 L | 17,000 ₹1.7 L | 22,000 ₹2.2 L | 19,000 ₹1.9 L |
| 8.00 | M &L for demolition of cement concrete in ground floors and pavings n.exc 15 cm thickness (below or above ground level) | 2 | Cum | 2,500 ₹5,000 | 100 ₹200 | 200 ₹400 | 800 ₹1,600 | 100 ₹200 |
| 9.00 | 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. | 2 | Cum | 2,500 ₹5,000 | 1,900 ₹3,800 | 3,400 ₹6,800 | 2,300 ₹4,600 | 1,000 ₹2,000 |
| 10.00 | Supply and laying 50 mm bore galvanised iron tubing, light grade with all fittings for passing of cables under ground complete all as specified and directed by Engineer-in-Charge. | 10 | RM | 300 ₹3,000 | 250 ₹2,500 | 420 ₹4,200 | 399 ₹3,990 | 650 ₹6,500 |
Updated dates
Tender Value
₹45 L
EMD Value
₹90,000
Closing Date
21 May 2026, 6:00 pmClosed
GE (Utilities) Udhampur
GE (Utilities) Udhampur PO-Garhi Pin-182121
Maintenance of LT cables and panels at Sapper Enclave, MES Colony and other locations under GE (Utilities) Udhampur
2026_MES_761667_1
GE/U-20/2026-27
Open Tender
Miscellaneous Works
180 days
GE (Utilities) Udhampur
AS PER NIT
8 documents required · 8 mandatory
₹500
GE (Utilities) Udhampur
₹90,000
19 Jun 2026
23 Apr 2026
23 May 2026
23 Apr 2026
21 May 2026
7 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
Dismantling of unserviceable concerete/steel tubular pole any size upto 9 mtr long including breaking up PCC and making good disturbed surface and removing materials from site of work, complete all as specified and directed by Engineer-in-Charge. | - | Each | - | - | BI01010001010000000000000515BI0100001147 | |
M & L for PCC 1:4:8, type D-2, (using 40mm graded stone aggregate) as in foundation, filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | - | Cum | - | - | BI01010001010000000000000515BI0100001148 | |
M & L for PCC 1:3:6, type C-2, (using 40mm graded stone aggregate) as in foundation filling and mass concrete complete all as specified and directed by Engineer-in-Charge. | - | Cum | - | - | BI01010001010000000000000515BI0100001149 | |
M & L for PCC 1:2:4, type B-1, (using 20mm graded stone aggregate) as in coping including necessary use & waste of form work complete all as specified and directed by Engineer-in-Charge. | - | Cum | - | - | BI01010001010000000000000515BI0100001150 | |
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. | - | Each | - | - | BI01010001010000000000000515BI0100001151 | |
Refixing of serviceable steel tubular pole of any type size and height obtained from item above at the location complete all as specified and directed by Engineer-in-Charge.
[Note :- Earth work and concrete foundation shall be measured and paid seperately under relevant items of Sch ' | - | Each | - | - | BI01010001010000000000000515BI0100001152 | |
Supply and install 9 metre high not dip galvanised octagonal single piece pole with top not less than 70 mm A/F, bottom 175mm A/F having base plate of size not less than 275x275x16mm thick and PCD of 270 mm dia including 4 Nos 24 mm dia 750 mm long 'J' type EN8 grade foundation bolt with all suitable accessories or as per design of manufacturer or as per site. The grade of steel for reinforcement shall be FE-415 D or Fe- 500) ccomplete all as specified and directed by Engineer-in-Charge.
Make: Bajaj or equivalent model of Philips, CG
Note :- Excavation, PCC of 'J' bolt foundation include in this itam rate. | - | Each | - | - | BI01010001010000000000000515BI0100001153 | |
M &L for demolition of cement concrete in ground floors and pavings n.exc 15 cm thickness (below or above ground level) | - | Cum | - | - | BI01010001010000000000000515BI0100001154 | |
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. | - | Cum | - | - | BI01010001010000000000000515BI0100001155 | |
Supply and laying 50 mm bore galvanised iron tubing, light grade with all fittings for passing of cables under ground complete all as specified and directed by Engineer-in-Charge. | - | RM | - | - | BI01010001010000000000000515BI0100001156 |
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