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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹48,143Accepted-AOC | L1 | Accepted-AOC L1 accepted | |
| 2 | Rejected-Technical | - | Rejected-Technical REJECTED |
Tender Value
Refer Docs
EMD Value
₹1,252
Closing Date
4 Jan 2021, 5:00 pmClosed
Assistant Executive Engineer
pwd NH SUBDIVISION, mINI CUVIL STATION, kODUVALLY
REFORMATION ESTIMATION FOR RECTIFICATION OF LEEKAGE OF PIPE AT 30/800 RHS OF NH 766
2020_PWD_403212_1
NHDNKKD/NH/2020/404
Open Tender
Civil Works - Roads
Item Wise
CH 30/800 IN NH766
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹1,252
Yes
12 Feb 2021
30 Dec 2020
6 Jan 2021
30 Dec 2020
4 Jan 2021
30 Dec 2020
Amount
Reformation
od1313/2020_2021 : Removing the inter locking tile 100mm or nearest size thickness ,minimum strength M40 carefully and stacking the same for re use as per the directions of the departmental officers at site inclusive of all cost &conveyance charges etc.complete
3.13.1.A : Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.<br> Ordinary soil - Manual Means - (Depth upto 3 M)<br>Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.Ordinary soil - Manual Means - (Depth upto 3 M)
4.1.A.1 : Construction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 <br> Grading-I - Plant Mix MethodConstruction of granular sub-base by providing graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 Grading-I - Plant Mix Method
4.12 : Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
55.22 : Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
od1339/2020_2021 : laying carefully stacked departmental inter locking tile 100mm or nearest size thickness ,minimum strength M40 including providing a layer of 6mm aggregate for 5 cm thickness,then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost &conveyance charges etc.complete
N C ABDUL GAFOOR
Bidder Name
N C ABDUL GAFOOR
M NOUSHAD
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