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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹15.8 LAccepted-AOC INDRA NAGAR COLONY DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | L-1 | Accepted-AOC Accepted | |
| 2 | L-2₹17.5 L+₹1.7 L (10.8%)Rejected-AOC | L-2 | Rejected-AOC Accepted | |
| 3 | Not Admitted-PreQual/Technical LANE NO 03 PRAGATI VIHAR RISHIKESH | - | Not Admitted-PreQual/Technical Others-Technically disqualify | |
| 4 | Not Admitted-PreQual/Technical | - | Not Admitted-PreQual/Technical Others-Technically disqualify | |
| 5 | Not Admitted-Fee | - | Not Admitted-Fee Others-Hard copy not received |
Tender Value
₹14.5 L
EMD Value
₹43,000
Closing Date
23 Aug 2022, 3:00 pmClosed
CE OandM Garhwal Zone PTCUL Roorkee
CE OandM Garhwal Zone PTCUL 26 Civil Lines Roorkee
Construction of revetment wall between tower location 81 and 82 of 220KV DC Srinagar Singoli Bhatwai Transmission line
2022_PTCUX_47071_1
CE/GZR-12/2022-23
Open Tender
Electrical Works
Item Rate
90 days
Srinagar Garhwal
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,180
Yes
SE OandM Electricity Transmission Circle Roorkee
₹43,000
Yes
15 Sept 2023
23 Jul 2022
24 Aug 2022
23 Jul 2022
23 Aug 2022
23 Jul 2022
Amount
Earth work in excavation by mechanical/ manual means in benching/revetment work including disposal of surplus excavated soils as directed with all leads & lifts, disposed earth to be neatly levelled and dressed (In ordinary soil/ earth mixed with boulders).
Filling available excavated earth (excluding rock) in sides of foundations in layers not exceeding 20 cm in depth, consolidating deposited layer by ramming and watering.
Random rubble masonry with hard stone in foundation and plinth including levelling up with cement Concrete 1:6:12 (1 Cement : 6 Coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with cement mortar 1:6 (1 Cement : 6 Coarse Sand)
Cement concretting requried for bottom pad for revetment work in 1:4:8 ratio
Cement concretting requried for top of revetment walls in 1:3:6 ratio
Providing weep holes with 75 mm PVC Pipe (pressure 6 Kg/sqcm in proper slope)
SHRI BALA JI CONSTRUCTION
stage.html
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tech_eval.pdf
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fin_eval.pdf
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