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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.6 LAccepted-AOC | L1 | Accepted-AOC AOC | |
| 2 | L2₹19.7 L+₹1.1 L (5.74%)Rejected-Finance | L2 | Rejected-Finance Tendered amount is more than than L1 | |
| 3 | L3₹23.3 L+₹4.6 L (24.8%)Rejected-Finance | L3 | Rejected-Finance Tendered amount is more than than L1 | |
| 4 | L4₹23.6 L+₹5.0 L (26.8%)Rejected-Finance | L4 | Rejected-Finance Tendered amount is more than than L1 | |
| 5 | Rejected-Technical 8 25 SRINAGAR ROAD POODI DISTRICT POODI GARHWAL | PAURI GARHWAL | UTTARAKHAND | 246001 | - | Rejected-Technical Alldocumentsarenotfoundasperrequirement |
Tender Value
₹31.4 L
EMD Value
₹75,000
Closing Date
30 Sept 2022, 5:00 pmClosed
EXECUTIVE ENGINEER
Executive Engineer irrigation division dugadaa
FPW For The Protection Of Residential Building And Agricultural Land Erosion On The Left Bank Of Sigaddi Shrot In Kotdwar Bhabar Area In Dugadda Block Of Pauri Garhwal Under Nabard Reach Left bank Km 0.125 to 0.250 JOB 02
2022_IRDCE_49342_1
05/E.E/2022-23 dt. 13.09.2022
Open Tender
Civil Works
Item Rate
180 days
KOTDWAR
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,950
EXECUTIVE ENGINEER IRRIGATION DIVISION DUGADDA
₹75,000
6 Sept 2023
16 Sept 2022
1 Oct 2022
17 Sept 2022
30 Sept 2022
23 Sept 2022
Amount
Earthwork in excavation for structures in all type of soil,by Mechanical Means Including cost of all labour, T & P . etc.
C.C. 1:3:6 with cement, coarse sand & 20-40mm stone ballast Including s/o all material, labour, T.&P. etc. required for proper completion of the work.M-10 nominal mix.
R.R. stone masonry in 1:5 with stone masonary ,cement mortar.Including s/o all material, labour, T & P etc. Required for proper completion of the work.
Pointing in 1:3 with cement mortar at stone masonary.
HPS Back filling behind retaining wall/breast wall.(Granular material)
Providing weepholes in brick masonry/stone masonry,plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extendingthrough the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
C.C. 1:2:4 with cement, coarse sand & 20-40mm stone ballast Including s/o all material, labour, T.&P. etc. required for proper completion of the work.M-20
Providing and Laying of Mechanically Woven Double Twisted Hexagonal shaped Gabions (Zinc plus PVC coated), of size 3mX1mX1m with two diaphragms at 1m interval, having mesh opening 100mmx120 mm, mesh wire diameter 2.7mm/3.7mm, edge/selvedge wire diameter 3.4/4.4 mm and lacing wire diameter 2.2/3.2 mm. (The work includes filling boulders in the gabions)
Amit Kumar
RAWAT CONSTRUCTION COMPANY
YOGESH KUMAR CONTRACTOR
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