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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹39.3 LAccepted-AOC SKALZANGLING AIR PORT ROAD LEH LADAKH 194101 | LEH | LEH | LADAKH | 194101 | ₹39.3 L Quoted ₹40.8 L | L1 | Accepted-AOC Being L1 bidder |
| 2 | L2₹45.0 L+₹4.2 L (10.4%)Rejected-Finance SCHEME NO 07 BLOCK NO 22 FLAT NO 03 NEW GURDASPUR DISTT GURDASPUR PB 143521 | GURDASPUR | PUNJAB | 143521 | ₹45.0 L+₹4.2 L (10.4%) | L2 | Rejected-Finance Being other than L1 bidder |
| 3 | L3₹45.4 L+₹4.7 L (11.5%)Rejected-Finance 361 BEHIND DAV SCHOOL JAWAHAR NAGAR SRINAGAR 190008 | SRINAGAR | JAMMU AND KASHMIR | 190008 | ₹45.4 L+₹4.7 L (11.5%) | L3 | Rejected-Finance Being other than L1 bidder |
| 4 | L4₹46.2 L+₹5.5 L (13.4%)Rejected-Finance 403 GH MANSADEVI COMPLEX PANCHKULA 134109 HARYANA | PANCHKULA | HARYANA | 134109 | ₹46.2 L+₹5.5 L (13.4%) | L4 | Rejected-Finance Being other than L1 bidder |
| 5 | L5₹49.5 L+₹8.7 L (21.3%)Rejected-Finance H NO 309 REHARI COLONY JAMMU DISTT JAMMU J K 180005 | JAMMU | JAMMU AND KASHMIR | 180005 | ₹49.5 L+₹8.7 L (21.3%) | L5 | Rejected-Finance Being other than L1 bidder |
| Sl No | Description | Qty | Unit | PADMA ENTERPRISES L1 | EESSI L4 | M/S A K ENGINEERS & CO. L5 | HARPAL ENGINEERS AND BUILDERS L2 | M/S TRADE LINK L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches, not exceeding 1.5 meter wide and not exceeding 1.5 meter in depth for foundation of poles, stays or for taking out/laying of cables and getting out in soft/loose soil complete all as specified and directed by Engr-in-Charge. | 462 | Cum | 200 ₹92,400 | 100 ₹46,200 | 90 ₹41,580 Lowest | 250 ₹1,15,500 | 110 ₹50,820 |
| 2.00 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm in soft/loose soil complete all as specified and directed by Engr-in-Charge. | 267 | Cum | 150 ₹40,050 | 30 ₹8,010 | 10 ₹2,670 Lowest | 50 ₹13,350 | 25 ₹6,675 |
| 3.00 | Removing excavated materials (soil) n. exc 50 m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed by Engr-in-Charge. | 195 | Cum | 150 ₹29,250 | 30 ₹5,850 | 10 ₹1,950 Lowest | 50 ₹9,750 | 30 ₹5,850 |
| 4.00 | M&L for crushed stone sand cushioning to UG cable, provide with the layer 8 cm before and 15 cm after laying and stretching jointing and testing the cable, complete all as specified and as directed by Engr-in-Charge.
Note : Only punned thickness shall be measured. | 135 | Cum | 500 ₹67,500 | 400 ₹54,000 | 160 ₹21,600 Lowest | 600 ₹81,000 | 500 ₹67,500 |
| 5.00 | Supply and laying of factory made, machine pressed, unreinforced, pre-cast concrete cable cover class LV type-1 flate size 250mm x 150mm x 40mm, complete all as specified and as directed by Engr-in-Charge. | 11,133 | Each | 19 ₹2,11,527 | 5 ₹55,665 Lowest | 24 ₹2,67,192 | 25 ₹2,78,325 | 25 ₹2,78,325 |
| 6.00 | M & L for steel tubular swaged poles type 410 SP-31 (9mtr long) complete with cast iron base plate, final taper plug, bolts, nuts & screws including two coats of aluminium paint over one coat of red oxide zinc chromet primer including portion above coping shall be painted in altermative bands of black and yellow colour starting with yellow colour (each band of 20 cm wide) by two coat of super enamelled paint upto 1.5m height all as specified complete in all respect conforming to IS-2713, including dismantling steel tubular pole, complete all as specified and as directed by Engr-in-Charge..
Note : Excavation and earth work, cement concrete etc shall be measured and paid separately under respective item. | 14 | Each | 19,000 ₹2,66,000 | 30,000 ₹4,20,000 | 15,500 ₹2,17,000 Lowest | 25,000 ₹3,50,000 | 18,000 ₹2,52,000 |
| 7.00 | M&L for stay assy using stay rod 20 mm dia complete with accessories as shown in elect plate No 1,of SSR 2009 Part-I, incl. galvanized steel wire stranded of size 7/4mm including dismaintling of the existing complete all as specified and directed by Engr in Charge. | 8 | Each Set | 1,000 ₹8,000 Lowest | 5,000 ₹40,000 | 2,250 ₹18,000 | 4,500 ₹36,000 | 2,000 ₹16,000 |
| 8.00 | M & L for, Over head, aluminium conductor, steel reinforced, weasel, including making connections and fixing on poles with all necessary arrangements, including dismantling of ACSR or AAC conductors, complete all as specified and as directed by Engineer-In-Charge.
Note: Weight of ACSR or all aluminium conductors drawn for overhead lines is to be determined by measuring taut horizontal distance between centers of two adjacent poles and compounding the weight of conductors of that size and length and 3% extra added for sag, jointing, jumpers, etc. | 10 | Qtl | 12,000 ₹1,20,000 Lowest | 25,000 ₹2,50,000 | 24,500 ₹2,45,000 | 30,000 ₹3,00,000 | 30,000 ₹3,00,000 |
| 9.00 | Re-Straining tightening of existing ACSR conductor of any size on LT/HT poles including necessary aluminium binding wire, connectors, PVC sleeves for jumpers etccomplete all as specified and directed by Engr-in-Charge. | 3 | Qtl | 1,200 ₹3,600 | 10,000 ₹30,000 | 4,000 ₹12,000 | 3,000 ₹9,000 | 500 ₹1,500 Lowest |
| 10.00 | M&L for Cross arms, 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 one primer coat, one under coat and one finishing coat of paint, including dismaintling of the existing cross-arms of M.S. channel or angle sections etc, complete all as specified and as directed by Engineer-In-Charge. | 6 | Qtl | 10,000 ₹60,000 | 23,000 ₹1,38,000 | 9,500 ₹57,000 Lowest | 15,000 ₹90,000 | 12,000 ₹72,000 |
Tender Value
₹48.3 L
EMD Value
₹96,600
Closing Date
30 Apr 2026, 6:00 pmClosed
GE 865 EWS
GE 865 EWS PIN-913865 C/o 56 APO
SPL REPAIR TO LOW TENSION EXTERNAL ELECTRIC INFRASTRUCTURE OF 14 CESR AND ALLIED UNITS UNDER AOR OF AGE EM II UNDER GE 865 EWS LEH
2026_MES_759525_1
865/EWS(NIT-124)/2025-26
Open Tender
Civil Works
Item Rate
180 days
GE 865 EWS Leh
pl ref tender documents
9 documents required · 9 mandatory
₹500
GE 865 EWS
₹96,600
Yes
11 Jun 2026
8 Apr 2026
8 May 2026
8 Apr 2026
30 Apr 2026
23 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in trenches, not exceeding 1.5 meter wide and not exceeding 1.5 meter in depth for foundation of poles, stays or for taking out/laying of cables and getting out in soft/loose soil complete all as specified and directed by Engr-in-Charge. | - | Cum | - | - |
| 2 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25cm in soft/loose soil complete all as specified and directed by Engr-in-Charge. | - | Cum | - | - |
| 3 | Removing excavated materials (soil) n. exc 50 m and depositing where directed at a level n.exc 1.5m above the starting point complete all as specified and directed by Engr-in-Charge. | - | Cum | - | - |
| 4 | M&L for crushed stone sand cushioning to UG cable, provide with the layer 8 cm before and 15 cm after laying and stretching jointing and testing the cable, complete all as specified and as directed by Engr-in-Charge.
Note : Only punned thickness shall be measured. | - | Cum | - | - |
| 5 | Supply and laying of factory made, machine pressed, unreinforced, pre-cast concrete cable cover class LV type-1 flate size 250mm x 150mm x 40mm, complete all as specified and as directed by Engr-in-Charge. | - | Each | - | - |
| 6 | M & L for steel tubular swaged poles type 410 SP-31 (9mtr long) complete with cast iron base plate, final taper plug, bolts, nuts & screws including two coats of aluminium paint over one coat of red oxide zinc chromet primer including portion above coping shall be painted in altermative bands of black and yellow colour starting with yellow colour (each band of 20 cm wide) by two coat of super enamelled paint upto 1.5m height all as specified complete in all respect conforming to IS-2713, including dismantling steel tubular pole, complete all as specified and as directed by Engr-in-Charge..
Note : Excavation and earth work, cement concrete etc shall be measured and paid separately under respective item. | - | Each | - | - |
| 7 | M&L for stay assy using stay rod 20 mm dia complete with accessories as shown in elect plate No 1,of SSR 2009 Part-I, incl. galvanized steel wire stranded of size 7/4mm including dismaintling of the existing complete all as specified and directed by Engr in Charge. | - | Each Set | - | - |
| 8 | M & L for, Over head, aluminium conductor, steel reinforced, weasel, including making connections and fixing on poles with all necessary arrangements, including dismantling of ACSR or AAC conductors, complete all as specified and as directed by Engineer-In-Charge.
Note: Weight of ACSR or all aluminium conductors drawn for overhead lines is to be determined by measuring taut horizontal distance between centers of two adjacent poles and compounding the weight of conductors of that size and length and 3% extra added for sag, jointing, jumpers, etc. | - | Qtl | - | - |
| 9 | Re-Straining tightening of existing ACSR conductor of any size on LT/HT poles including necessary aluminium binding wire, connectors, PVC sleeves for jumpers etccomplete all as specified and directed by Engr-in-Charge. | - | Qtl | - | - |
| 10 | M&L for Cross arms, 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 one primer coat, one under coat and one finishing coat of paint, including dismaintling of the existing cross-arms of M.S. channel or angle sections etc, complete all as specified and as directed by Engineer-In-Charge. | - | Qtl | - | - |
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