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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.0 LAccepted-AOC 67 NIRANJANPUR SAHARANPUR ROAD PO MAJRA DEHRADUN UK 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹6.0 L Quoted ₹7.0 L | 1 | Accepted-AOC After deduction of Sch of Credit for Rs. 98,854.00 |
| 2 | 2₹7.5 LRejected-Finance 81 82 GHER SAIKH MITHOO KUBRHI PAKHAR ZAKHERA BAREILLY UP | BAREILLY | BAREILLY | UTTAR PRADESH | ₹7.5 L | 2 | Rejected-Finance Other than L1 |
| Sl No | Description | Qty | Unit | Bedi Refrigeration Works L1 | shahji contractors L2 |
|---|---|---|---|---|---|
| 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. | 30 | Cum | 340 ₹10,200 | 700 ₹21,000 |
| 2.00 | Excavation in trenches not exc 1.5m in wide but exc 1.5 m in depth and getting out in hard/dense soil for laying of cables/ fixing poles etc all as specified and directed. | 0.1 | Cum | 450 ₹45 | 450 ₹45 |
| 3.00 | Returning filling with earth obtained from excavation including spreading watering and consolidation in layers not exceeding 25 cms thick complete. | 10 | cum | 100 ₹1,000 | 100 ₹1,000 |
| 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. | 20 | Cum | 120 ₹2,400 | 100 ₹2,000 |
| 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. | 10 | cum | 1,400 ₹14,000 | 2,000 ₹20,000 |
| 6.00 | M&L for Plain cement concrete (1:4:8) type D-2 (Using 40 mm graded crushed stone aggregate) as in foundation for poles mass concretes or in any indicated positions etc , complete all as specified and directed. | 1.3 | Cum | 5,500 ₹7,150 | 2,500 ₹3,250 |
| 7.00 | Plain cement concrete (1:2:4) type B-1 (Using 20 mm graded stone aggregate) for coping of pole, complete all as specified and directed. | 0.1 | Cum | 5,000 ₹500 | 500 ₹50 |
| 8.00 | M&L for Brick work with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in cement mortor 1:6 complete all as specified and directed. | 1 | Cum | 6,000 ₹6,000 | 2,500 ₹2,500 |
| 9.00 | S&F in replacement of 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 complete all as specified and directed. | 24 | RM | 800 ₹19,200 | 300 ₹7,200 |
| 10.00 | Supplying, erecting and fixing inreplacement of 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. | 2 | Each | 28,000 ₹56,000 | 28,000 ₹56,000 |
Updated dates
Tender Value
₹8.1 L
EMD Value
₹16,200
Closing Date
8 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/07 OF 2026-2027 REPAIR/ REPLACEMENT OF HT ELECTRICAL NETWORK, TRANSFORMERS, HT CABLE, LIGHTNING ARRESTER AT NARENDRA NAGAR UNDER GE 871 EWS
2026_MES_759879_1
89407/26-27/E8
Open Tender
Civil Works
180 days
NARENDRANAGAR
Class - E
9 documents required · 9 mandatory
₹500
GE 871 EWS
₹16,200
Yes
27 May 2026
10 Apr 2026
15 May 2026
10 Apr 2026
8 May 2026
24 Apr 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. | - | Cum | - | - |
| 2 | Excavation in trenches not exc 1.5m in wide but exc 1.5 m in depth and getting out in hard/dense soil for laying of cables/ fixing poles etc all as specified and directed. | - | Cum | - | - |
| 3 | Returning filling with earth obtained from excavation including spreading watering and consolidation in layers not exceeding 25 cms thick complete. | - | 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. | - | 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. | - | cum | - | - |
| 6 | M&L for Plain cement concrete (1:4:8) type D-2 (Using 40 mm graded crushed stone aggregate) as in foundation for poles mass concretes or in any indicated positions etc , complete all as specified and directed. | - | Cum | - | - |
| 7 | Plain cement concrete (1:2:4) type B-1 (Using 20 mm graded stone aggregate) for coping of pole, complete all as specified and directed. | - | Cum | - | - |
| 8 | M&L for Brick work with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in cement mortor 1:6 complete all as specified and directed. | - | Cum | - | - |
| 9 | S&F in replacement of 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 complete all as specified and directed. | - | RM | - | - |
| 10 | Supplying, erecting and fixing inreplacement of 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. | - | Each | - | - |
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