Irrigation Department Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 6,508Tender Fee
Refer Documents
Summary
Uluvanmuravakkulam Kp Improving Irrigation Facilities Of Uluvanmuravakkulam Padasekharam In Karuvatta Panchayath
Description
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Contact
Tender Id
2024_Irrig_675532_4Tender No
IRR/KP/TR/5831/2023_5_1_1/1Tender Authority
Irrigation Department ViewPurchaser Address
-Website
http://http://www.irrigation.kerala.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
OD17610/2023-2024: Dry rubble masonry ( without concrete levelling course) with good quality blasted rubble(without bond stone) and 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
21.64
-
-
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
21.71
-
-
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)
14.26
-
-
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)
2.16
-
-
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
9.74
-
-
Construction of Box Culvert across Muttel Thodu
-
-
-
OD3586/2024-2025:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete
30
-
-
OD21860/2023-2024:Putting up ring bund of top width 1.50 m, bottom width 2.75 m and average height of 2.50 m with 1:1/4 side slope and protect the sides with coconut post of 4.50 m long driving down 2.00 m below bed level at 75 cm c/c,providing 3 rows of weiling pieces 1/4 split coconut post on both sides and 1/4 split cross ties to alternate posts at top,bottom and middle portion and screeing the sides of bund with separation membrane of impermeable plastic sheet 125 micron thick fixed properly using coconut posts and weiling pieces using reeper and nails in full height including tying properly using iron wire and coir altogether and supply and filling inside with hard claycut earth up to 2.50 m, levell and conveyed with alla leads and lifts including consolidating properly and maintaining the bund till the work is completed and dismantling the bund after completion of work etc, asper the directions of departmental officers at site
45
-
-
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
2.23
-
-
OD35750/2023-2024:BAILING OUT WATER USING PUMP ABOVE 20HP AND UP TO 30HP -Bailing out water with engine and pump set above 25HP and up to 30HP, including conveyance to site and errection,cost of fuel, lubrication oil and other stores, pay of staff etc complete( Vide SL No.22.4 of Approved OD)
200
-
-
60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
36.18
-
-
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
277.73
-
-
OD19137/2023-2024:Supplying and stacking well matured straight 6 m long coconut post having average diameter of 25 cm for driving down through various strata below bed level including cost ,conveyance ,labour charges etc complete
1542
-
-
OD19139/2023-2024:Coconut Pile- Driving down coconut pile to lines and levels through various 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 where no accesibility to hydraulic excavator through land and water bodies having minimum width greater than 10 Metre
1310.7
-
-
OD19140/2023-2024: Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
87.32
-
-
2.27:Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete.
40.39
-
-
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)
39.79
-
-
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
31.07
-
-
5.1.2:Providing 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
88.54
-
-
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
68.92
-
-
5.1.3:Providing 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)
63.66
-
-
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
521.94
-
-
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
23.1
-
-
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
14077.2
-
-
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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)
13.38
-
-
OD25724/2023-2024:Filling with quarry muck- Filling up low lying and water logged areas with quarry muck spreading in layers ,levelling the top at site and consolidation by smooth wheeled roller, etc complete for improving the CBR value of subgrade
173.27
-
-
60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.
21.8
-
-
60.63.2:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers.
10.98
-
-
Construction of Ramp - Type A ( 2 Nos)
-
-
-
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
122.91
-
-
OD19261/2023-2024: Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
77.35
-
-
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)
44.36
-
-
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
73.71
-
-
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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)
10.06
-
-
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
7.9
-
-
Construction of Box culvert near Korenkuzhy thodu
-
-
-
OD20748/2023-2024:Ring Bund Type II- Putting up ring bund with earth filled gunny bags of top width 1.0 m bottom width 2.0 m ,height 2.0 m side and filling in between with earth to form ringbund and maintaining the same leak roof till the completion of the work and clearing the site by dismantling the bund after the completion of the work etc .complete
60
-
-
OD21861/2023-2024:Putting up ring bund of top width 1.50 m, bottom width 2.75 m and average height of 2.50 m with 1:1/4 side slope and protect the sides with coconut post of 4.50 m long driving down 2.00 m below bed level at 75 cm c/c,providing 3 rows of weiling pieces 1/4 split coconut post on both sides and 1/4 split cross ties to alternate posts at top,bottom and middle portion and screeing the sides of bund with separation membrane of impermeable plastic sheet 125 micron thick fixed properly using coconut posts and weiling pieces using reeper and nails in full height including tying properly using iron wire and coir altogether and supply and filling inside with hard claycut earth up to 2.50 m, levell and conveyed with alla leads and lifts including consolidating properly and maintaining the bund till the work is completed and dismantling the bund after completion of work etc, asper the directions of departmental officers at site
25
-
-
60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
14.4
-
-
OD35758/2023-2024:BAILING OUT WATER USING PUMP ABOVE 10HP AND UP TO 20HP - Bailing out water with engine and pump set above 10HP and up to 20HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete ( Vide SL no. 22.3 of Approved OD)
152
-
-
OD19751/2023-2024:Supplying and stacking well matured straight 6 m long coconut post having average diameter of 25 cm for driving down through various strata below bed level including cost ,conveyance ,labour charges etc complete
252
-
-
OD19752/2023-2024:Coconut Pile- Driving down coconut pile to lines and levels through various 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 where no accesibility to hydraulic excavator through land and water bodies having minimum width greater than 10 Metre
214.2
-
-
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
67.86
-
-
OD39931/2023-2024:Supplying and stacking well matured 1/2 split and straight 6 m long coconut post for driving down through various strata below bed level including cost ,conveyance ,labour charges etc complete
120
-
-
OD39932/2023-2024:Coconut Pile-Driving down half split coconut pile to line and levels through various 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 where no accessibility to hydraulic excavator through land and water bodies having minimum width greater than 10 Metres
90
-
-
OD19749/2023-2024: Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
28.15
-
-
OD39929/2023-2024: Dry rubble masonry ( without concrete levelling course) with good quality blasted rubble(without bond stone) and 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
37.49
-
-
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
8.64
-
-
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)
6.08
-
-
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)
0.88
-
-
2.27:Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete.
5.53
-
-
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)
3.59
-
-
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
7.84
-
-
5.1.2:Providing 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
20.53
-
-
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
14.57
-
-
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
65.11
-
-
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
10.89
-
-
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
2163.09
-
-
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
23.4
-
-
60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.
6.1
-
-
60.63.2:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers.
3.75
-
-
5.1.3:Providing 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)
2.87
-
-
CROSSING SLAB ACROSS VACHAL - 3 Nos
-
-
-
OD19959/2023-2024:Ring Bund Type II- Putting up ring bund with earth filled gunny bags of top width 1.0 m bottom width 2.0 m ,height 2.0 m side and filling in between with earth to form ringbund and maintaining the same leak roof till the completion of the work and clearing the site by dismantling the bund after the completion of the work etc .complete
81
-
-
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
89.1
-
-
OD3589/2024-2025:Dry rubble masonry (without concrete levelling course) with good quality blasted rubble (without bond stone), and 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
40.64
-
-
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)
13.37
-
-
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)
2.03
-
-
60.2.2:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
168
-
-
OD20097/2023-2024:Supplying and stacking well matured straight 6 m long coconut post having average diameter of 25 cm for driving down through various strata below bed level including cost ,conveyance ,labour charges etc complete
756
-
-
OD20098/2023-2024:Coconut Pile- Driving down coconut pile to lines and levels through various 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 where no accesibility to hydraulic excavator through land and water bodies having minimum width greater than 10 Metre
686.7
-
-
2.27:Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete.
10.11
-
-
OD20099/2023-2024: Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
40.93
-
-
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)
6.99
-
-
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
16.11
-
-
5.1.2:Providing 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
24.53
-
-
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
13.5
-
-
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
66.8
-
-
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
39.78
-
-
4.1.6: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 40 mm nominal size)
9.5
-
-
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
3140.39
-
-
Construction of Ramp- Type B( 1 No)
-
-
-
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
30.68
-
-
OD40109/2023-2024: Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
23.41
-
-
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)
5.64
-
-
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
5.73
-
-
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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)
3
-
-
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
2.6
-
-
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