Kerala Land Development Corporation Limited Tender
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Costs
EMD
₹ 1,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Nabard Ridf Xxii Improvements To High Level Flood Flow Canal South Zone In Thrissur District Reach I From Kurinjialakkal To Puthenkovilakamch 0 To 3656 M Retender
Description
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Contact
Tender Id
2019_KLDC_261941_1Bid Award Id
ViewTender No
KLDC/TSR/2018-19/9(5)Tender Authority
Kerala Land Development Corporation Limited ViewPurchaser Address
-Website
http://enders.kerala.gov.in
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Documents
BOQ Items
Providing and laying non-pressure NP2 class (light duty) R.C.C pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand ) including testing of joints etc, complete : 300mm dia RCC pipe
48
-
-
Providing and laying non-pressure NP2 class (light duty) R.C.C pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand ) including testing of joints etc, complete : 600mm dia RCC pipe
72
-
-
2 APPENDIX B - Boxculvert- Single span 3 nos. - RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in two rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete.
60
-
-
Bailing out water using pump above 5HP and upto 10HP - Bailing out water with engine and pump set above 5HP and upto 10HP, including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete.
960
-
-
Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil
1091.44
-
-
Extra for every additional lift 1.5m or part there of in excavation/ banking excavated or stacked materials. All kinds of soil
546.62
-
-
Centering and shuttering including strutting, propping etc and removal of form work for : Foundations, footing, bases for columns
812.85
-
-
Filling with quarry muck- Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc. complete for improving the CBR value of subgrade.
239.58
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size)
200.85
-
-
Providing and laying in position cement concrete of specified grade, excluding the cost of centering and shuttering - All work upto plinth level 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
119.35
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 Cement : 1.5coarse sand : 3 graded stone aggregate 20mm nominal size)
300.37
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
216.52
-
-
Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level, Thermo - Mechanically Treated Bars of grade Fe-500D or more
69358.88
-
-
Centering and shuttering including strutting, etc and removal of form for : suspended floors, roofs, landings, balconies and accesss platform
658.67
-
-
Centering and shuttering including strutting, etc, and removal of form for:Walls (any thickness) including attatched pilasters, buttresses, plinth and string courses etc.
551.81
-
-
Providing and fixing in position pre-moulded joint filler in expansion joints.
279.6
-
-
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.
68.04
-
-
12mm cement plaster finished with a floating coat of neat cement of mix 1:3 ( 1 cement : 3 fine sand)
379.51
-
-
White washing with lime to give an even shade : New work ( three or more coats )
734.3
-
-
Colour washing such as green, blue or buff to give an even shade : New work (two or more coats ) with a base coat of white washing with lime.
397.64
-
-
Filling available excavaed earth (excluding rock) in trenches, plinth, sides of foundation etc, in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming & watering, lead upto 50m & lift upto 1.5m.
1964.58
-
-
Providing BOUNDARY STONE - 30X30X75 cm of hard stone 15 cm chiselled, dressed on all four sides including top including earth work excavation and levelling course.
180
-
-
3 APPENDIX C - Construction of Sluice- 1 nos.- RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in two rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2m including labour dismantling the bund after completion of the work etc. complete.
30
-
-
Bailing out water using pump above 5HP and upto 10HP - Bailing out water with engine and pump set above 5HP and upto 10HP, including conveyance to site and erection, cost of fuel, lubrication oil and other stores, pay of staff etc complete.
160
-
-
Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil
206.42
-
-
Extra for every additional lift 1.5m or part there of in excavation/ banking excavated or stacked materials. All kinds of soil
285.27
-
-
Centering and shuttering including strutting, propping etc and removal of form work for : Foundations, footing, bases for columns
147.97
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
13.14
-
-
Filling with quarry muck- Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc. complete for improving the CBR value of subgrade.
30.52
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size)
30.52
-
-
Centering and shuttering including strutting, etc, and removal of form for:Walls (any thickness) including attatched pilasters, buttresses, plinth and string courses etc.
130.54
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level 1:2:4 (1 Cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size)
61.4
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)
2.28
-
-
Centering and shuttering including strutting, etc, and removal of form for:Suspended floors, roofs, landings, balconies and acces platform.
9.35
-
-
Steel Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level, Thermo - Mechanically Treated Bars of grade Fe-500D or more
4548.53
-
-
Shutter for check dams-supplying and providing Thambhakam wood shutter planks 5cm thick including cost of materials and labour charges etc complete.
66.5
-
-
Locking arrangements - Supplying and fixing lock and locking arrangements with suitable chain hooks, and pad lock of 65mm size.
2
-
-
Coal tarring two coats on new work using 0.16 litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively
19.31
-
-
Filling available excavaed earth (excluding rock) in trenches, plinth sides of foundation etc, in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming & watering, lead upto 50m & lift upto 1.5m.
34.91
-
-
4 APPENDIX D - Construction of ramp - 5nos. - Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil
146
-
-
Filling with quarry muck- Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, levelling the top at site and consolidation by ramming, etc. complete for improving the CBR value of subgrade.
48.67
-
-
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.
172.26
-
-
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) upto plinth level with Cement Mortar 1:6 (1 cement : 6 coarse sand)
59.64
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
19.05
-
-
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan in cluding disposal of excavated earth up to 50m and lift upto 1.5 m , disposed soil to be levelled and neatly dressed : All kinds of soil.
125
-
-
Supplying and filling at site with contractor's own earth suitable for filling brought from outside, levelling the top at site and banking in layers not exceeding 20cm depth, breaking clods, watering, rammming and dressing up in embankments for bunds, roads, flood banks ,marginal banks and guide banks or filling up ground depressions, as per the direction of officer's at site, etc., complete.
125
-
-
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