Development Of Microwatersheds Kulathummelthodu Watershed Drainage Line Treatment Works In Kulathummel Thodu
Tender Value
57.21 Lakhs
Estimated cost
Bid Submission
10 Dec 2019
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
2800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kattakkada → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Development Of Microwatersheds Kulathummelthodu Watershed Drainage Line Treatment Works In Kulathummel Thodu
BOQ
| Name of Work: “Development of Micro Watersheds” -Kulathummal thodu Watershed in Kattakkada Constituency | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Retaining wall Type A 1m ht. Retaining wall Type B 1.5m ht, Retaining wall Type C 2m ht. Retaining wall Type D 2.5m ht. Checkdam using blasted rubble 2m Width, 3m Width, 4m Width, 5m Width, Ramp, Spring development and RCC Foot slab | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | 2.6.1\nEarth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas\n(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 | BI01010001010000000000000515BI0100001113 | 665.794 | m3 |
| 3 | 1.02 | 2.8.1\nEarth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | BI01010001010000000000000515BI0100001114 | 26.86 | m3 |
| 4 | 1.03 | 2.26.1\nExtra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | BI01010001010000000000000515BI0100001115 | 25 | m3 |
| 5 | 1.04 | od2903/2019_2020\nEarth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas\n(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. for First lift <br>All kinds of soil | BI01010001010000000000000515BI0100001116 | 36.8 | m3 |
| 6 | 1.05 | od2904/2019_2020\nEarth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.<br>All kinds of soil | BI01010001010000000000000515BI0100001117 | 198.25 | m3 |
| 7 | 1.06 | od2907/2019_2020\nEarth 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. for First lift &lt;br&gt;All kinds of soil | BI01010001010000000000000515BI0100001118 | 304.715 | m3 |
| 8 | 1.07 | od2908/2019_2020\nEarth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.<br>All kinds of soil | BI01010001010000000000000515BI0100001119 | 264.8 | m3 |
| 9 | 1.08 | od2915/2019_2020\nEarth 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. for second lift &lt;br&gt;All kinds of soil | BI01010001010000000000000515BI0100001120 | 18.228 | m3 |
| 10 | 1.09 | od2916/2019_2020\nEarth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. II Lift <br>All kinds of soil | BI01010001010000000000000515BI0100001121 | 12.242 | m3 |
| 11 | 1.1 | 4.1.5\nProviding 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) | BI01010001010000000000000515BI0100001122 | 62.36 | m3 |
| 12 | 1.11 | 5.1.3\nProviding and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | BI01010001010000000000000515BI0100001123 | 3.6 | m3 |
| 13 | 1.12 | 5.9.3\nCentering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | BI01010001010000000000000515BI0100001124 | 18 | m2 |
| 14 | 1.13 | 5.9.5\nCentering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | BI01010001010000000000000515BI0100001125 | 247.749 | m2 |
| 15 | 1.14 | 5.22.6\nSteel 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 | BI01010001010000000000000515BI0100001126 | 386.047 | Kg |
| 16 | 1.15 | 7.1.1\nRandom 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) | BI01010001010000000000000515BI0100001127 | 57.931 | m3 |
| 17 | 1.16 | 13.1.2\n12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand). | BI01010001010000000000000515BI0100001128 | 16.965 | m2 |
| 18 | 1.17 | 60.7.1\nDRY 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 | BI01010001010000000000000515BI0100001129 | 1674.21 | m3 |
| 19 | 1.18 | 50.2.3.1\nPumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | BI01010001010000000000000515BI0100001130 | 6 | Hr |
AI Tender Summary
Tender Timeline
Nov 25, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedDec 10, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 12, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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