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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-AOC | ₹10.0 L | L1 | Accepted-AOC Awarded |
| 2 | L1₹10.0 LRejected-Finance | ₹10.0 L | L1 | Rejected-Finance Not Admitted |
Tender Value
₹11.1 L
EMD Value
₹22,190
Closing Date
13 Feb 2020, 2:00 pmClosed
EE,Pahumara Rupahi Division(I),Sarupeta
O/o EE,Pahumara Rupahi Division(I),Sarupeta
Repairing of 0.75m dia HPCD at Ch 150m, Ch.412 m, Ch 1122 m,Ch 1410m of D1 Canal.
2020_ID_16252_18
PRID_T_7_2019_20_90 Dt 03_02_2020
Open Tender
Civil Works
Item Rate
30 days
Rupahi
Please refer Tender documents.
6 documents required · 6 mandatory
₹200
EE,Pahumara Rupahi Division(I),Sarupeta
₹22,190
Yes
22 Aug 2020
3 Feb 2020
13 Feb 2020
3 Feb 2020
13 Feb 2020
4 Feb 2020
Amount
Repairing of 0.75m dia HPCD at Ch 150m, Ch.412m, Ch 1122m,Ch 1410m of D1 Canal.
Item No 1 Earthwork in excavation in foundation of canal structures in all types of soils as per design and drawing including dressing the foundation, shoring etc.removing the surplus spoils by head load to safe distance from the working place and depositing the required spoils in uniform layers, derssing, watering, breaking clods to not more than 10mm cube with compensation, complete directed at site.(Including bailing out stagnant rain water where necessary) (A) All types of soil expect mixed with gravel and boulders.
Item No 2. Soling in foundation in floor at all level septic tank etc. including filling interstices with sand ramming etc. complete as directed and specified thickness (a) 9 cm brick on edge soling including and packing.
Item No. 3/10.3 ) CC work in proportion 1:3:6 in foundation / abutment / piers / wing walls etc. with hard river shingles of size 13mm to 38mm including curing, bailing out water with timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
Item No. 4/9.2(ii)Centering and shuttering including propping,nailing,bolting with earth oiling inside face etc and removal of forms after completion of CC and RCC works etc, complete as directed. (Measurement to be taken on the face area timbered).(ii) With 38 mm thick woodplank
Item No. 5/10.2C (ii): CC work in proportion 1:2:4 in foundation / abutment / piers / wing walls etc.with hard broken stone aggregates of size 13 mm to 38 mm including curing, bailing out water with necessary timber shuttering, scaffolding etc. where necessary, complete as directed. (Shuttering, scaffolding cost will be paid separately).
Item No. 6/6.14: Earth work in back filling of structure obtained from outside borrow pits filling in 15 cm layers,ramming,dressing,watering including payment compensation of land if any (with lead up to 30 m and lift upto 1.50 m).
MRINMAY CHAKRAVARTY
stage.html
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tech_eval.pdf
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