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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.5 LAccepted-AOC VILLAGE POST KATHOUD DIST TEHRI GARWAL 249146 | KATHOUD | TEHRI GARWAL | UTTARAKHAND | 249146 | L1 | Accepted-AOC L1 Bidder is Technically and Financially Qualified | |
| 2 | L2₹6.7 L+₹23,560 (3.63%)Rejected-AOC B 2 PLOT NO 199 GYAN KHAND IST INDIRAPURAM GHAZIABAD GHAZIABAD UTTAR PRADESH 201010 | GHAZIABAD | UTTAR PRADESH | 201010 | L2 | Rejected-AOC L1 Bidder is Technically and Financially Qualified | |
| 3 | L3₹7.1 L+₹63,387.50 (9.78%)Rejected-AOC LANE NO 03 PRAGATI VIHAR RISHIKESH | L3 | Rejected-AOC L1 Bidder is Technically and Financially Qualified | |
| 4 | L4₹7.7 L+₹1.2 L (18.8%)Rejected-AOC H NO 159 VILL AND P O BHAUWALA NEAR S N PUBLIC SCHOOL RAJAWALA ROAD DEHRADUN UTTARAKHAND 248007 | DEHRADUN | UTTARAKHAND | 248007 | L4 | Rejected-AOC L1 Bidder is Technically and Financially Qualified | |
| 5 | L5₹90.0 L+₹83.5 L (1288.0%)Rejected-AOC | L5 | Rejected-AOC L1 Bidder is Technically and Financially Qualified |
Tender Value
Refer Docs
EMD Value
₹28,000
Closing Date
16 Jan 2023, 5:00 pmClosed
Superintending Engineer
400 kV Operation and Maintenance Circle, 400 kV Substation, Khandukhal, Srinagar (Garhwal)
Building Protection wall at Location No. RD-93 of 220 kV Rishikesh - Dharasu Line1 and RU III-146 of 220 kV Dharasu - Rishikesh Line II
2022_PTCUX_52868_1
T-09_SE_OandM_Sri_2022-23
Open Tender
Civil Works
Item Rate
120 days
Chamba
Please refer Tender documents.
4 documents required · 4 mandatory
₹590
Yes
E E 400 kV O and M Division, Srinagar (Garhwal)
₹28,000
Yes
8 Aug 2023
16 Dec 2022
17 Jan 2023
16 Dec 2022
16 Jan 2023
16 Dec 2022
Amount
Removing of extra soil from tower base and Construction of retaining wall from river side of tower foot for protection of Tower no. RD-93 of 220 KV Rishikesh -Dharashu line ckt-Ist.
Earth work in Exclavation to remove extra soil from tower base including damaged wall material, stone, soil, debris etc including foundation work for revetment and getting out the excavated soil and disposal of surplus excavated soil as directed . complete work including cost of labour and T&P required for proper complition of work. (Approximate250 M3 )
Cement concret work in 6:3:1 ratio of aggregate of 20 mm graded shingle, coarse sand and cement for laying bottom pad including cost of all material labour and T&P required for proper completion of work.
Building of revetment with rough stone and random rabble in 1:6 cement mortar including cost of complete work including cost of all material labour & T&P required for proper completeion of work.
Providing and fixing weep hole with 75mm PVC pipe (pressure 6Kg/sqcm) in proper slope and proper 1.5 Mtr. Distance to each other.
Laying of top pad of cement concrete over the revetment wall in ratio 4:2:1 of 20 mm graded shingle coarse sand and cement including cost of all material labour and T&P required for proper completion of work.
Back filling of revetment wall with stone and ramming . including cost of material and T&P required for proper complition of work.
Removing of extra soil from tower base and Construction of Brest wall for protection tower no. RU III 146 of 220KV Dharashu Rishikesh II.
Earth work in Exclavation to remove extra soil from tower base including damaged wall material, stone, soil, debris etc including foundation work for revetment and getting out the excavated soil and disposal of surplus excavated soil as directed . complete work including cost of labour and T&P required for proper complition of work. (Approximate100 M3 )
Cement concret work in 6:3:1 ratio of aggregate of 20 mm graded shingle, coarse sand and cement for laying bottom pad including cost of all material labour and T&P required for proper completion of work.
Building of revetment with rough stone and random rabble in 1:6 cement mortar including cost of complete work including cost of all material labour & T&P required for proper completeion of work.
Providing and fixing weep hole with 75mm PVC pipe (pressure 6Kg/sqcm) in proper slope and proper 1.5 Mtr. Distance to each other.
Laying of top pad of cement concrete over the revetment wall in ratio 4:2:1 of 20 mm graded shingle coarse sand and cement including cost of all material labour and T&P required for proper completion of work.
Back filling of revetment wall with stone and ramming . including cost of material and T&P required for proper complition of work.
krishna infrapower Pvt.Ltd
KOTHARI ENTERPRISES
MSN CONSTRUCTION COMPANY
MAYANK ELECTRICAL WORK
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