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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.2 CrAccepted-Finance 471 SAKET COLONY SAKET COLONY NEAR SHIV MANDIR MUZAFFARNAGAR UTTAR PRADESH 251002 UDYAM UP 58 0062684 | MUZAFFARNAGAR | UTTAR PRADESH | 251002 | ₹1.2 Cr | 1 | Accepted-Finance suitable for bid |
Tender Value
Refer Docs
EMD Value
₹2.6 L
Closing Date
19 Dec 2020, 1:00 pmClosed
Superintending Engineer
Pramod Kumar Dixit Superintending Engineer, Irrigation Works Circle, Udham Singh Nagar
Construction of 06 nos. Lined Canals at Rudrapur Block in Distt. Udham Singh Nagar Reach 1 Lalpur Km 4.611 to Km 4.735 and Km 4.805 to Km 4.879 2Malsi Km 2.073 to Km 2.438, Km 3.002 to Km 3.060 and Km 3.072 to Km 3.522 3Fatehpuri Km 0
2020_IRDCE_28133_1
07/SE/2020-21
Open Tender
Civil Works
Item Rate
65 days
Rudrapur
Please refer Tender documents.
2 documents required · 2 mandatory
₹4,720
Yes
Executive Engineer irrigation Division Rudrapur
₹2.6 L
Yes
21 Dec 2020
11 Dec 2020
19 Dec 2020
11 Dec 2020
19 Dec 2020
12 Dec 2020
Amount
Excavation in foundation in ordinary soil including lift upto1.50 and lead upto 30m and including refilling watering ramming excavated earth into trenches and removal and disposal of surplus earth as directed by Engineer-in-charge
Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation with cement, coarse sand and 4 cm gauge approved ballast in proportion of 1:3:6 including supply of all materials labour T&P etc required for proper completion of work.
Class-100 brick masonry in 1:4 cement sand mortar in foundation upto plinth including supply of all materials labour T&P etc required for proper completion of work.
Struck pointing in 1:3 cement sand mortar in brick work including supply of all materials labour T&P etc required for proper completion of work.cost and conveyance of all materials and in
Flush pointing in 1:3 cement sand mortar in brick work including supply of all materials labour T&P etc required for proper completion of work.
Earthwork in filling in ordinary soil excavation in the form of regular pits not exceeding 0.5 m in depth and earthwork in embankment to be 20 cm layers including ramming and dressing the surface to be required levels and slopes and also but lead upto 5km
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