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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.5 L+₹46,941.81 (5.85%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance EMD exemption certificate not valid |
Tender Value
₹8.9 L
EMD Value
₹13,384
Closing Date
27 Aug 2021, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer PWD Roads subdivision aluva
scarifying existing damaged tile portion, Earthwork,GSB and WMM for strengthening and raising , Interlocking tile work ,concrete for Tile arrestor etc
2021_PWD_434913_1
PWD/RB/2774/2021-2022
Open Tender
Civil Works - Roads
Item Rate
90 days
Kalamassery
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,970
Yes
₹13,384
Yes
20 Sept 2021
13 Aug 2021
31 Aug 2021
13 Aug 2021
27 Aug 2021
13 Aug 2021
Amount
Road work
2.4.2.A:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Cement Concrete Grade M-15 & M-20 - By Mechanical Means
2.5.2.A:Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means
3.6:Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
3.15:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
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 a motor grader on the 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.
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.
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20 (Without formwork)
10.2:Maintenance of Earthen Shoulder (filling with fresh soil) Making up the loss of material/ irregularities on the shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.
OD1237/2021-2022:null Coolies engaged for clearing accumulated silt & dirt, removing collected debris, removing and replacing RCC cover slabs etc. complete.
C P ABOOBACKER
Bidder Name
ASHIF K.A
C P ABOOBACKER
stage.html
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tech_eval.pdf
fin_eval.pdf
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finance_617999.pdf
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