Flood Damages -2018 Protecting The Left Bank Of Muvattupuzha River In Sy . No . 601/54 In Division No 1 Of Piravom Muncipality . Protection Works
Tender Value
22.31 Lakhs
Estimated cost
Bid Submission
25 Mar 2020
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
3250
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Piravom → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Flood Damages -2018 Protecting The Left Bank Of Muvattupuzha River In Sy . No . 601/54 In Division No 1 Of Piravom Muncipality . Protection Works
BOQ
| Work Name:Flood Damages -2018 Protecting the Left bank of Muvattupuzha River in Sy.No.601/54 in Division No 1 of Piravom Muncipality. | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | DETAILED ESTIMATE | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | 60.7.6 : Supplying and stacking granite stone 20 to 45 dm3 for dumping works- Supplying at site of work granite stone 20 to 45 dm3 in size (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) for measurement ( deducting not less than 15% for voids as fixed by the departmental officer at site) including all cost, conveyance, loading and unloading charges all other incidental charges all leads and lifts etc. complete as per the direction of the departmental officers at site. | BI01010001010000000000000515BI0100001114 | 539.812 | cum |
| 3 | 1.02 | 60.7.7 : Conveyance and dumping of departmental granite stones-Conveyance of departmental granite stone 20 to 45 dm3 in size from stack at site and dumping in position (60% 45m3,30%30 to 40dm3 and 10% 20 to 30dm3 stones) to lines and levels to from the core of the sea wall as per approved design including all leads and lifts etc. complete as per the direction of the departmental officers at site. | BI01010001010000000000000515BI0100001115 | 539.812 | cum |
| 4 | 1.03 | 2.6.1 : Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | BI01010001010000000000000515BI0100001116 | 10.842 | cum |
| 5 | 1.04 | 60.7.1 : DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001117 | 284.688 | cum |
| 6 | 1.05 | 7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001118 | 31.269 | cum |
| 7 | 1.06 | 4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001119 | 1.35 | cum |
| 8 | 1.07 | 4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001120 | 10.023 | cum |
| 9 | 1.08 | 5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | BI01010001010000000000000515BI0100001121 | 350.805 | kilogram |
| 10 | 1.09 | 4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001122 | 24.9 | sqm |
| 11 | 1.1 | od23555/2018_2019/IA : Earth filling and forming the rear side of retaining wall with contractors own cut earth and conveying within lead 50m,waterin, ramming,consolidating in 15cm layers including all conveyance , all labour charges, cost of materials etc. complete as per the direction of departmental officers at site. | BI01010001010000000000000515BI0100001123 | 134.849 | cum |
AI Tender Summary
Tender Timeline
Mar 18, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedMar 25, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 27, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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