Construction Of Sluice At Padannakari Padasekharam In Kumbalangi Panchayath Construction Of Sluice
Tender Value
Ref. Documents
Estimated cost
Bid Submission
11 Nov 2020
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
3304
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Kumbalangi → Kerala
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of Sluice At Padannakari Padasekharam In Kumbalangi Panchayath Construction Of Sluice
BOQ
| Work Name: Construction of sluice at Padannakari padasekharam in Kumbalangi Panchayath | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Construction of Sluice | BI01010001010000000000000515BI0100001113 | ||
| 2 | 1.01 | od14605/2020_2021/IA : Putting up ring bund with bottom width 4m, top width 1.5 m and height 4m,side protection with full size coconut posts of length 6m driven at 60cm c/c and 2.00m below ground leveltying with 1/3 split coconut wailing pieces 4 rows on either side, tied with coir yarn and 6mm dia 4m long MScross ties at 2.00m intervals and screening with double new coconut cadjan leaves tied with 1/6th splitbamboo reepers 50cm c/c horizontaly and 100cm c/c vertically and filled with contractors own hard stiff clayey soil cutand conveyed from kayal bed and removing the bund after completion of work etc. complete as per thedirection of departmental officers at site | BI01010001010000000000000515BI0100001114 | 32 | metre |
| 3 | 1.02 | od14606/2020_2021/IA : Putting up ring bund with bottom width 3m, top width 1.50m and height 3m,side protection with full size coconut posts of length 5m driven at 60cm c/c and 2.00m below ground leveltying with 1/3 split coconut wailing pieces 4 rows on either side, tied with coir yarn and 6mm dia 4m long MScross ties at 2.00m intervals and screening with double new coconut cadjan leaves tied with 1/6th splitbamboo reepers 50cm c/c horizontaly and 100cm c/c vertically and filled with contractors own hard stiff clayey soil cutand conveyed from kayal bed and removing the bund after completion of work etc. complete as per thedirection of departmental officers at site | BI01010001010000000000000515BI0100001115 | 22 | metre |
| 4 | 1.03 | 60.2.3 : Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete as per thedirection of departmental officers at site | BI01010001010000000000000515BI0100001116 | 640 | hour |
| 5 | 1.04 | 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 as per thedirection of departmental officers at site | BI01010001010000000000000515BI0100001117 | 1172.62 | cum |
| 6 | 1.05 | 60.64.1 : Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. as per thedirection of departmental officers at site | BI01010001010000000000000515BI0100001118 | 2232 | metre |
| 7 | 1.06 | 60.64.4 : Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end as per thedirection of departmental officers at site | BI01010001010000000000000515BI0100001119 | 1785.6 | metre |
| 8 | 1.07 | 60.64.6 : Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m as per thedirection of departmental officers at site | BI01010001010000000000000515BI0100001120 | 372 | each |
| 9 | 1.08 | 2.27 : Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete. as per thedirection of departmental officers at site | BI01010001010000000000000515BI0100001121 | 52.656 | cum |
| 10 | 1.09 | 60.7.4 : DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | BI01010001010000000000000515BI0100001122 | 86.313 | cum |
| 11 | 1.1 | 4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) as per thedirection of departmental officers at site | BI01010001010000000000000515BI0100001123 | 16.32 | cum |
| 12 | 1.11 | 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) as per thedirection of departmental officers at site | BI01010001010000000000000515BI0100001124 | 77.36 | cum |
| 13 | 1.12 | 5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as per thedirection of departmental officers at site | BI01010001010000000000000515BI0100001125 | 141.685 | cum |
| 14 | 1.13 | 5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts as per thedirection of departmental officers at site | BI01010001010000000000000515BI0100001126 | 402.489 | sqm |
| 15 | 1.14 | 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 as per thedirection of departmental officers at site | BI01010001010000000000000515BI0100001127 | 19917.5 | kilogram |
| 16 | 1.15 | 50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | BI01010001010000000000000515BI0100001128 | 74.88 | cum |
| 17 | 1.16 | 13.42 : Distempering with 1st quality acrylic distemper (ready mixed) of approvedmanufacturer, of required shade and colour complete, as per manufacturer'sspecification. as per thedirection of departmental officers at site | BI01010001010000000000000515BI0100001129 | 78.08 | sqm |
| 18 | 1.17 | 16.69 : Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge) | BI01010001010000000000000515BI0100001130 | 1.44 | cum |
| 19 | 1.18 | 16.78.1 : Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30 as per thedirection of departmental officers at site | BI01010001010000000000000515BI0100001131 | 7.68 | cum |
| 20 | 1.19 | 16.68 : Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001132 | 38.4 | sqm |
AI Tender Summary
Tender Timeline
Nov 06, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedNov 11, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedNov 13, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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