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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹24.7 LAccepted-AOC 67 NIRANJANPUR SAHARANPUR ROAD PO MAJRA DEHRADUN UK 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | l1 | Accepted-AOC L1 | |
| 2 | l2₹25.9 L+₹62,870 (2.49%)Rejected-AOC 34 1 12 2F SAINIK VIHAR DEORI ROAD AGRA UP 282007 | AGRA | UTTAR PRADESH | 282007 | l2 | Rejected-AOC L2 | |
| 3 | l3₹27.3 L+₹2.1 L (8.14%)Rejected-AOC | l3 | Rejected-AOC L3 | |
| 4 | L4₹27.5 L+₹2.2 L (8.87%)Rejected-AOC 63 TALLA GAON POST UNCHAKOT DISTT NAINITAL 263134 UK | NAINITAL | NAINITAL | UTTARAKHAND | 263134 | L4 | Rejected-AOC L4 | |
| 5 | L5₹29.1 L+₹3.9 L (15.3%)Rejected-AOC FLAT NO C 401 LORD KRISHNA GREEN OPPOSITE DOON SCHOLAR SCHOOL KEDARPUR DEHRADUN UK 248001 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L5 | Rejected-AOC L5 |
Tender Value
₹26 L
EMD Value
₹52,000
Closing Date
28 Jul 2021, 6:00 pmClosed
GE 871 EWS
GE 871 EWS
SPECIAL REPAIR, REPLACEMENT OF LT FEEDER PANEL AND SERVICE CABLE WITH UG XLPE CABLE AT JOSHIMATH.
2021_MES_455914_1
8606/E8
Open Tender
Electrical and Maintenance Works
Works
150 days
JOSHIMATH
AS PER TENDER
7 documents required · 7 mandatory
₹500
GE 871 EWS
₹52,000
Yes
12 Aug 2021
30 Jun 2021
30 Jul 2021
30 Jun 2021
28 Jul 2021
14 Jul 2021
30 Jun 2021 - 13 Jul 2021
Amount
Dismantling and taking out old ACSR conductor (of any size or type) from over head electric line carefully with out making any damage to the other existing lines and removing from site all as specified and directed.
Dismantling and taking out old over head service cable electric line up to 16 sqmm x 4 core carefully from existing lines and removing from site all as specified and directed.
Dismantling cross arms, bracings, supports of MS channel or any other section and setting aside or removing unserviceable portion from site of work all as specified and directed
Dismantling insulator of any type/size/grade from over head electric line and setting aside or removing from site all as specified and directed.
Excavation in trenches nexc 1.5 m wide and nexc 1.5 m in depth and getting out in soft/loose soil all as specified and directed.
Excavation in trenches nexc 1.5 m wide and nexc 1.5 m in depth and getting out in hard rock all as specified and directed.
Returning, filling in including spreading, leveling, watering and well ramming in layers nexc. 25 cm thick with excavated soil in trenches all as specified and directed
Removing of excavted soil to a distance nexc. 50 m and depositing where directed at a level nexc 1.5 m above the starting point all as specified and directed.
M&L local sand dry, filling in trenches around under ground cable all as specified and directed. Note:- For the purpose of payment only punned thickness will be measured.
M&L for providing of new sub class 'B' bricks, old size, well burnt laid flat dry for protection of under ground cable, width equal to length of bricks all as specified and directed.
M&L PCC (1:2:4) type B-1 (using 20 mm graded crushed stone aggregate) for road/foot path including necessary form work and finishing the exposed surface even and smooth with out using extra cement all as specified and directed at site.
Supply and fix, laying & testing of cable XLPE insulated screened PVC bedded, galvanized steel strip or wire armoured, electric power cables (heavy duty) 1100 volts grade with stranded aluminum conductor of size 120 sqmm 3.5 core all as specified and directed at site. Make: Havells/Polycab/Finolex/Universal
All as per Item No 12 here-in-before but of size 95 Sqmm 3.5 core. Make : Havells/Polycab/Finolex/Universal
All as per Item No 12 here-in-before but of size 70 Sqmm 3.5 core. Make : Havells/Polycab/Finolex/Universal
All as per Item No 12 here-in-before but of size 16 Sqmm 4.0 core. Make : Havells/Polycab/Finolex/Universal
All as per Item No 12 here-in-before but of size 10 Sqmm 3.0 core. Make : Havells/Polycab/Finolex/Universal
Aall as per Item No 12 here-in-before but of size 10 Sqmm 4.0 core. Make : Havells/Polycab/Finolex/Universal
Supply and fix in replacement light grade galvanised mild steel pipe 80mm bore with all fittings, laid under road crossings, drain, paths, fixed to poles/ walls with suitable mild steel clamps, bolts, nuts and washers all as specified and directed as for cable proction. Note:- Excavation & earth work shall be measured and paid for separately under appropriate items of this schedule. Make :- Jindal/TATA/Prakash surya
All as per Item No 18 here-in-before but of size 50 mm bore.
All as per Item No 18 here-in-before but of size 40 mm bore.
Supply and fix mild steel cross arms, bracings, supports, clamps, and back plates fabricated from structural steel sections as ordered including necessory nuts, bolts, washers, welding, bending, cold or hot, drilling holes for bolts, in any shape or size as indicated or directed with and including preparations of new steel surfaces and applying two coats of aluminium paint over a one coat of red oxide Zn chrome primer complete all as specified and directed.
M&L in replacement of earthing complete by using galvanized mild steel earth plate (electrode) 600 mmx 600 mmx 6.00 mm thick buried directly in ground, earth pit not less than 2.25 m deep below ground level with top edge of the earth plate not less than 1.50 m deep below ground level and earth plate surrounded with adequate quantity of charcoal dust mixed with salt to a packed thickness of 15 cm all aund the plate using 25x4 mm GI earth strip as earth lead moulded and riveted to earth plate at one end and connected to main equipment at switch/control board at another end, GI earth lead incased in and including 40 mm dia GI pipe ‘light grade’ pipe from upper end of earth plate upto equipment with & including 20 mm dia bore GI pipe ‘light grade’ as watering pipe from earth chamber to upper edge of the earth plate, GI funnel with wire mesh fixed on water pipe and provision of PCC 1:2:4 type B1 (using 20 mm graded crushed stone aggregate) as in pits chamber and RCC pit cover 50 mm thick of precast RCC 1:2:4 type B-1 (using 20 mm graded crushed stone aggregate) duly reinforced with mild steel round bars 6 mm dia @ 150 mm c/c both ways with 10 mm dia mild steel bars as in lifting handles with and including necessary excavation & earth work including laying the GI pipe concealed in floor/wall all as per plate No. 3 of SSR Part-I all as specified and directed and testing on completion. NOTE :- GI earth strip and protection pipe beyond 7.5 m will be measured and paid separately.
Dismantling and taking out serviceable bus bar chamber and reuse other location as per site requirement with PCC 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) and connection of bus bar chamber with cable lugs and testing on completion all as specified and directed
M/S OM Enterprises
Amit Engineering
JAGAT POWER ELCTRICAL
Ansh Enterprises
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