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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹43.3 LAccepted-AOC | ₹43.3 L | 1 | Accepted-AOC ACCEPT |
| 2 | 2₹44.2 L+₹84,513.10 (1.95%)Accepted-AOC | ₹44.2 L+₹84,513.10 (1.95%) | 2 | Accepted-AOC ACCEPT |
| 3 | 3₹46.4 L+₹3.1 L (7.20%)Accepted-AOC JANGRA COLONY VPO MANDHI HARIYA TEHSIL BADHRA DISTT CHARKHI DADRI | CHARKHI DADRI | ₹46.4 L+₹3.1 L (7.20%) | 3 | Accepted-AOC ACCEPT |
| 4 | 4₹49.8 L+₹6.5 L (15.0%)Accepted-AOC | ₹49.8 L+₹6.5 L (15.0%) | 4 | Accepted-AOC ACCEPT |
| 5 | 5₹50.2 L+₹6.9 L (15.8%)Accepted-AOC PINARAYI P O THALASSERY KANNUR PIN 670741 | THALASSERY | KANNUR | KERALA | 670741 | ₹50.2 L+₹6.9 L (15.8%) | 5 | Accepted-AOC ACCEPT |
Tender Value
₹53.6 L
EMD Value
₹50,000
Closing Date
24 Feb 2021, 6:00 pmClosed
Executive engineer, PWD Roads division Kannur
O/o Executive engineer PWD Roads division Kannur
SLTF 2020-21 Urgent construction and repairs to storm water drain and repairs to storm water and CC shoulder at Varam Town on the stretches of Kannur Mattannur Road between Ch 3/700 to 4/200 under Roads section Kannur
2021_PWD_416098_1
PWD/2020-2021/19085/RdDnKNR
Open Tender
Civil Works - Roads
Item Rate
210 days
KM 3/700 to 4/200
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
8 Jul 2021
17 Feb 2021
27 Feb 2021
17 Feb 2021
24 Feb 2021
17 Feb 2021
Amount
DRAIN AND SURFACING WORK
3.13.1.B : 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 - Mechanical 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 - Mechanical Means - (Depth upto 3 m)
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.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.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15 <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.1.C.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 - Using Concrete Mixer <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.40 : Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical SpecificationsSupply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
10.3 : Maintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactorMaintenance of Earth Shoulder (stripping excess soil) from the shoulder surface to achieve the approved level and compacting with plate compactor
3.11 : Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
Cutting of trees and clearing of heavily choked Culverts
od22282/2020_2021 : Engaging labour for cutting of Trees and branches causing hindrance to drainage facility along with clearing heavily choked culverts as per the directions of the officers-in-charge. (Coolie)
od22283/2020_2021 : Engaging labour for cutting of Trees and branches causing hindrance to drainage facility along with clearing heavily choked culverts as per the directions of the officers-in-charge. (Beldar)
Paving of CC Interlock blocks
3.13.1.B : 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 - Mechanical 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 - Mechanical Means - (Depth upto 3 m)
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.
55.23 : Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm 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.
12.8.A : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications<br> PCC Grade M15 ( Without formwork) <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)
VYSHAK P
KMT CONSTRUCTION COMPANY
ABDULKADER HAJI. D
PINARAYI INDUSTRIAL CO OPERATIVE SOCIETY LTD
Shahrun Haris P M
Bidder Name
ABDULKADER HAJI. D
PINARAYI INDUSTRIAL CO OPERATIVE SOCIETY LTD
manoharan
VYSHAK P
Shahrun Haris P M
KMT CONSTRUCTION COMPANY
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