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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.2 LAccepted-AOC 81 82 GHER SAIKH MITHOO KUBRHI PAKHAR ZAKHERA BAREILLY UP | BAREILLY | BAREILLY | UTTAR PRADESH | L1 | Accepted-AOC Being L1 | |
| 2 | L2₹12.2 L+₹15,367 (1.28%)Rejected-Finance | L2 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | Amit Engineering L2 | shahji contractors L1 |
|---|---|---|---|---|---|
| 1.00 | Excavation in hard/ dense soil in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth and getting out complete. | 13 | Cum | 350 ₹4,550 Lowest | 1,200 ₹15,600 |
| 2.00 | Excavation in trenches not exc 1.5m in wide but exc 3.0 m in depth and getting out in hard/ dense soil for laying of cables/foundation fixing poles etc all as specified and directed. | 0.22 | Cum | 1,250 ₹275 | 1,000 ₹220 Lowest |
| 3.00 | Returning filling with earth obtained from excavation including spreading watering and consolidation in layers not exceeding 25 cms thick complete. | 7.18 | Cum | 150 ₹1,077 Lowest | 250 ₹1,795 |
| 4.00 | Removing surplus soil to a distance not exceeding 50 m and depositing at a level not exceeding 1.5 m above the starting point complete. | 6 | Cum | 150 ₹900 Lowest | 250 ₹1,500 |
| 5.00 | M&L for spreading not exc 63 mm graded stone aggregate deposited, spread and levelled in layers not exceeding 15 cm thick through out the sub station open areas complete. | 2 | Cum | 4,000 ₹8,000 Lowest | 5,000 ₹10,000 |
| 6.00 | M&L for PCC 1:2:4 type B-2 using 40 mm graded broken stone aggregate as in coping/ pole foundations etc complete all as specified and directed . | 0.66 | Cum | 8,000 ₹5,280 | 5,000 ₹3,300 Lowest |
| 7.00 | M&L for PCC 1:3:6 type C-2 using 40 mm graded broken stone aggregate as in mass concrete in coping of pole etc complete all as specified and directed . | 5.3 | Cum | 6,000 ₹31,800 | 2,000 ₹10,600 Lowest |
| 8.00 | S&F in repair Steel tubes ISI marked light grade galvanised with all fittings fixed to walls / poles / laid in road crossing etc as required of size 80 mm bore incuding taking down enserviceable old GI pipes. | 6 | RM | 950 ₹5,700 | 600 ₹3,600 Lowest |
| 9.00 | Supplying, erecting and fixing steel tubular swaged poles with cast iron base plate of size 300mm x 300mm x 6mm, finial taper plug, bolts, nuts & screws for type 410 SP-55 (11.0 metres long) including painting with two coats of aluminium paint over one coat of red oxide primer on all exposed surfaces and tarring with black bituminous paints to embedded portion in PCC and providing 3 Nos of 30cm wide circular bands with black & white paint starting from plinth level at a gap of 30 cm in between 2 bands and numbering of poles, in white paint over black painted back ground at a height of 2m from bottom of pole with 5 cm large bold letters 2" (inch) wide complete all as specified and directed. Note: Excavation, earth work, PCC in foundation and coping shall be measured and paid separately under relevant item of this schedule. | 7 | Each | 30,000 ₹2,10,000 Lowest | 37,000 ₹2,59,000 |
| 10.00 | M&L for mild steel work (structural) as in cross arm bracing supports, clamps fabricated from structural steel section including nuts, bolts, washers, welding, bending, drilling holes for bolts in any size or shape as required and one primer coat with red oxide primer one under coat & one finishing coat of aluminium paint complete. | 2.8 | Qtl | 16,000 ₹44,800 | 10,000 ₹28,000 Lowest |
Tender Value
₹14 L
EMD Value
₹28,000
Closing Date
27 May 2026, 6:00 pmClosed
CWE (HILLS) PITHORAGARH
HQ CWE (HILLS) PITHORAGARH POST OFFICE - BHARKATIA DISTRICT - PITHORAGARH STATE - UTTARAKHAND PIN 262520
CA NO. CWE/HILLS/EWS/30 OF 2026-2027 REPAIR/ MAINT OF HT ELECTRICAL NETWORK, TRANSFORMERS, HT CABLES, LIGHTNING ARRESTER AT RUDRAPRAYAG HARSIL UNDER GE 871 EWS
2026_MES_763615_1
89426/26-27/E8
Open Tender
Civil Works
Item Rate
180 days
HARSIL
Class - E
9 documents required · 9 mandatory
₹500
GE 871 EWS
₹28,000
Yes
19 Jun 2026
6 May 2026
3 Jun 2026
6 May 2026
27 May 2026
20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in hard/ dense soil in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth and getting out complete. | 13 | Cum | - | - |
| 2 | Excavation in trenches not exc 1.5m in wide but exc 3.0 m in depth and getting out in hard/ dense soil for laying of cables/foundation fixing poles etc all as specified and directed. | 0.22 | Cum | - | - |
| 3 | Returning filling with earth obtained from excavation including spreading watering and consolidation in layers not exceeding 25 cms thick complete. | 7.18 | Cum | - | - |
| 4 | Removing surplus soil to a distance not exceeding 50 m and depositing at a level not exceeding 1.5 m above the starting point complete. | 6 | Cum | - | - |
| 5 | M&L for spreading not exc 63 mm graded stone aggregate deposited, spread and levelled in layers not exceeding 15 cm thick through out the sub station open areas complete. | 2 | Cum | - | - |
| 6 | M&L for PCC 1:2:4 type B-2 using 40 mm graded broken stone aggregate as in coping/ pole foundations etc complete all as specified and directed . | 0.66 | Cum | - | - |
| 7 | M&L for PCC 1:3:6 type C-2 using 40 mm graded broken stone aggregate as in mass concrete in coping of pole etc complete all as specified and directed . | 5.3 | Cum | - | - |
| 8 | S&F in repair Steel tubes ISI marked light grade galvanised with all fittings fixed to walls / poles / laid in road crossing etc as required of size 80 mm bore incuding taking down enserviceable old GI pipes. | 6 | RM | - | - |
| 9 | Supplying, erecting and fixing steel tubular swaged poles with cast iron base plate of size 300mm x 300mm x 6mm, finial taper plug, bolts, nuts & screws for type 410 SP-55 (11.0 metres long) including painting with two coats of aluminium paint over one coat of red oxide primer on all exposed surfaces and tarring with black bituminous paints to embedded portion in PCC and providing 3 Nos of 30cm wide circular bands with black & white paint starting from plinth level at a gap of 30 cm in between 2 bands and numbering of poles, in white paint over black painted back ground at a height of 2m from bottom of pole with 5 cm large bold letters 2" (inch) wide complete all as specified and directed. Note: Excavation, earth work, PCC in foundation and coping shall be measured and paid separately under relevant item of this schedule. | 7 | Each | - | - |
| 10 | M&L for mild steel work (structural) as in cross arm bracing supports, clamps fabricated from structural steel section including nuts, bolts, washers, welding, bending, drilling holes for bolts in any size or shape as required and one primer coat with red oxide primer one under coat & one finishing coat of aluminium paint complete. | 2.8 | Qtl | - | - |
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