Mla Ads 2018-19 . Improvements To Puzhavur South Nadappatha In Mla Ads 2018-19 . Improvements To Puzhavur South Nadappatha InEzhikkara Grama Panchayath Under Roads Section , N . Paravur
Tender Value
10.11 Lakhs
Estimated cost
Bid Submission
16 Mar 2020
0 days left
EMD
25295
Bank guarantee accepted
Document Fee
2760
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
North Paravur → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Mla Ads 2018-19 . Improvements To Puzhavur South Nadappatha In Mla Ads 2018-19 . Improvements To Puzhavur South Nadappatha InEzhikkara Grama Panchayath Under Roads Section , N . Paravur
BOQ
| Work Name:MLA ADS 2018-19. Improvements to Puzhavur South Nadappatha in Ezhikkara Grama Panchayath under Roads Section, N. Paravur. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Road work | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 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. | BI01010001010000000000000515BI0100001114 | 50.6 | cum |
| 3 | 1.02 | 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. | BI01010001010000000000000515BI0100001115 | 253 | sqm |
| 4 | 1.03 | 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>\n 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) | BI01010001010000000000000515BI0100001116 | 40 | cum |
| 5 | 1.04 | 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. | BI01010001010000000000000515BI0100001117 | 12 | cum |
| 6 | 1.05 | 12.8.A.1 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br>\nPCC Grade M15 <br>Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15 | BI01010001010000000000000515BI0100001118 | 64.311 | cum |
| 7 | 1.06 | od37271/2019_2020 : Supplying and filling quarry muck for forming the road in weak soil and conveyance of all materials,labour charges for spreading in line and level with all leads and lifts involved etc.complete as directed by the departmental officers at site. | BI01010001010000000000000515BI0100001119 | 12 | cum |
| 8 | 1.07 | od37272/2019_2020 : Supplying and fixing Inauguration stone | BI01010001010000000000000515BI0100001120 | 1 | each |
AI Tender Summary
Tender Timeline
Mar 09, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 16, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 19, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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