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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance 03 GOVIND PURAM EIDGHAH ROAD BIJNOR BIJNOR UTTAR PRADESH 246701 | BIJNOR | UTTAR PRADESH | 246701 | Admitted-Finance |
| 2 | Admitted-Finance H NO 159 VILL AND P O BHAUWALA NEAR S N PUBLIC SCHOOL RAJAWALA ROAD DEHRADUN UTTARAKHAND 248007 | DEHRADUN | UTTARAKHAND | 248007 | Admitted-Finance |
| 3 | Admitted-Finance | Admitted-Finance |
Tender Value
₹2.0 L
EMD Value
₹2,000
Closing Date
22 Jun 2020, 12:00 pmClosed
SE ETC UPPTCL GREATER NOIDA
400 KV SUB STATION PALI GAUTAM BUDH NAGAR GREATER NOIDA
ELECTRICAL WORK
2020_UPTCL_484251_1
T-43/2020-21ETC/GN
Open Tender
Electrical Works
Fixed-rate
60 days
GREATER NOIDA
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
EE ELECTRICITY 400 KV SUB STATION GREATER NOIDA
₹2,000
25 Jul 2020
16 Jun 2020
22 Jun 2020
16 Jun 2020
22 Jun 2020
16 Jun 2020
Amount
Excavation of earth for grouting of legs and ladder support backfilling of earth after completion of work and levelling and dressing of excavated earth in low lying area.
Laying of stone pad 1.5 cm thick in the bottom of the pit in 1:6:12 of cement, coarse sand and 40 mm size stone ballast for tower leg and ladder support.
Cement concrete in 1:2:4 ratio of cement coarse sand and 20 mm stone ballast including grouting of 04 Nos. legs of tower as well as legs of ladder support.
Cutting of 04 Nos. pieces of 3.60 meter long M.S angle iron of 60x60x6 mm and grouting of 08 Nos. 25 mm dia 500 mm long foundations bolts as per drawing cutting of M.S angle iron of required length of 75x75x6 mm for bottom and 50x50x6 mm is required length for tracing on all the four side as shown in the drawing welding properly. Cutting of required size of angle iron for ladder and fabrication of the complete ladder along with steps railing support etc for fixing 3 mm thick M.S sheet as shown in the drawing. Making railing around 1.5Mx1.5M base platform. Making necessary arrangement of providing A.C sheet hut men at a height of approx 2.0 meter from tower base and fixing A.C sheet on the top as per drawing. Fixing of 32 mm dia G.I pipe B class standard make all around the platform of size 1.5Mx1.5M at a height of 0.90 meter horizontally and fixing of 12 mm dia G.I pipe B class standard make vertical bracing at interval of 0.3 M.
Earthing of legs of watch towers diagonally by 50x6 mm M.S flat by excavation of earth cutting and strengthening bending and welding one end with earth mat and othe end with leg of tower and backfilling of excavated earth.
Cleaning of all sheet portion watch tower with steel wire brush and emery to remove the dust and rust and then painting the tower with one coat of Red oxide primer and two coats of paint of Berger/Asian make.
Providing & fixing 2x2.5 Sq mm cable 10 inches below ground level inside standard make PVC pipe of 40 mm dia so that cable damage from porcupine, etc could be prevented. Cable have to be laid from nearest light points at top of platform level as per direction of SDO/JE incharge.
DEEP ENTERPRISES
OHM ENTERPRISES AND ENGINEERS
stage.html
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tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
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details.html
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