Soil Survey And Soil Conservation Department Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 5,515Tender Fee
Refer Documents
Summary
Nabard Infrastructure Development Assistance Project Of Thaliparamba Legislative Assembly Constituency In Kannur Distirct Kariyaduthodu Micro Watershed Phase Ii
Description
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Contact
Tender Id
2024_DSSC_676966_1Bid Award Id
ViewTender No
SSSC/1417/2024-PG(4)/NIDATender Authority
Soil Survey And Soil Conservation Department ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
DR PACKING Under foundation - Dry stone packing under foundation with good quality rubble including conveyance of materials and labour charges etc. complete as per dIrection of departmental officers at site (60.7.2)
44.62
-
-
Centering and shuttering including strutting, propping etc. and removal of form work for Foundations,footings,bases for columns(4.3.1)
4.44
-
-
Centering and shuttering including strutting,etc. and removal of form work forFoundations,footings,bases for columns for mass concrete(5.9.1)
31.82
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level Thermo Mechanically Treated bars of Grade Fe-500D or more (5.22.6)
1366.51
-
-
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 aggregate 3 graded stone aggregate 20 mm nominal size (5.1.2)
36.68
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering - All work upto plinth level 1:2:4 ( 1 cement 2 coarse aggregate 4 graded stone aggregate 20 mm nominal size (4.1.3)
0.86
-
-
Laterate masonry with roubhly dressed Laterate stones of size 40x20x15 cm or nearest size with dry joints including cost of all materials and labour charges etc complete (od596/2022-2023)
204.62
-
-
Laterate masonry with neatly dressed Laterite stones of size 40x20x15 cm or nearest size in Cement mortar 1:6 for foundation and basement including cost of all materials and labour charges etc complete (50.6.7.1)
72.76
-
-
Filling available excavated earth (excluding rock) in trenches, Plinth, sides of foundation etc. in layers not exceeding 20cm depth, consolidating each deposited layers by ramming and watering, lead upto 50m and lift upto 1.50m (2.25)
160.65
-
-
12 mm cement plaster of mix:1:4, (1 cement :4 fine sand) (13.1.1)
104.06
-
-
White washing with lime to give an even shade : New works(three or more coats) (13.37.1)
104.06
-
-
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new works (13.61.1)
0.6
-
-
Lettering with black japan paint of approved brand and manufacture for lettering (13.71)
1000
-
-
BAILING OUT WATER USING PUMP ABOVE 20HP AND UPTO 30 HP - Bailing out water with engine and pump set above 25 HP and upto 30HP - including conveyance t -site and errection, cost of fuel lubrication oil and other stores pay of staff etc. complete (60.2.5)
100
-
-
Bailing out water with engine and pump set above 5 HP and upto 10HP - including conveyance t -site and errection, cost of fuel lubrication oil and other stores pay of staff etc. complete (60.2.3)
150
-
-
Proving and fixing PVC pipes including joining of pipes with one step PVC solvent cement, trenching,refilling and testing of joints complete as per direction of Engineer-in-charge 150mm dia 6 kgf/cm2- External work- Exposed on wall (50.18.9.10.1)
6
-
-
Construction of Water Harvesting structure - MUDIKANAMKULAM (15.00X12.00X4.20M)
-
-
-
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 kind of Soil (2.6.1)
827.92
-
-
Extra for every additional lift 1.5m or part there of in excavation/ banking excavated or stacked materials.All kinds of soil (2.26.1)
800.38
-
-
DR PACKING Under foundation - Dry stone packing under foundation with good quality rubble including conveyance of materials and labour charges etc. complete as per dorection of departmental officers at site (60.7.2)
44.62
-
-
Centering and shuttering including strutting, propping etc. and removal of form work forFoundations,footings,bases for columns(4.3.1)
4.44
-
-
Centering and shuttering including strutting,etc. and removal of form work forFoundations,footings,bases for columns for mass concrete(5.9.1)
31.82
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level Thermo Mechanically Treated bars of Grade Fe-500D or more (5.22.6)
1366.51
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering and reinforcement- All work upto plinth level 1:1.5:3 ( 1 cement 1.5 coarse aggregate 3 graded stone aggregate 20 mm nominal size (5.1.2)
36.68
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering - All work upto plinth level 1:2:4 ( 1 cement 2 coarse aggregate 4 graded stone aggregate 20 mm nominal size (4.1.3)
0.86
-
-
Laterite masonry with roubhly dressed Laterite stones of size 40x20x15 cm or nearest size with dry joints including cost of all materials and labour charges etc complete (od600/2022-2023)
204.62
-
-
Laterite masonry with neatly dressed Laterite stones of size 40x20x15 cm or nearest size in Cement mortar 1:6 for foundation and basement including cost of all materials and labour charges etc complete (50.6.7.1)
72.76
-
-
Filling available excavated earth (excluding rock) in trenches, Plinth, sides of foundation etc. in layers not exceeding 20cm depth, consolidating each deposited layers by ramming and watering, lead upto 50m and lift upto 1.50m (2.25)
160.65
-
-
12 mm cement plaster of mix:1:4, (1 cement :4 fine sand) (13.1.1)
104.06
-
-
White washing with lime to give an even shade : New works(three or more coats) (13.37.1)
104.06
-
-
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new works (13.61.1)
0.6
-
-
Lettering with black japan paint of approved brand and manufacture for lettering (13.71)
1000
-
-
BAILING OUT WATER USING PUMP ABOVE 20HP AND UPTO 30 HP - Bailing out water with engine and pump set above 25 HP and upto 30HP - including conveyance t -site and errection, cost of fuel lubrication oil and other stores pay of staff etc. complete (60.2.5)
100
-
-
Bailing out water with engine and pump set above 5 HP and upto 10HP - including conveyance t -site and errection, cost of fuel lubrication oil and other stores pay of staff etc. complete (60.2.3)
150
-
-
Proving and fixing PVC pipes including joining of pipes with one step PVC solvent cement, trenching,refilling and testing of joints complete as per direction of Engineer-in-charge 150mm dia 6 kgf/cm2- External work- Exposed on wall (50.18.9.10.1)
6
-
-
CHANDIKKARI Vented Cross Bar & CHANDIKKARI THODU PROTECTION
-
-
-
RING BUND Type II Putting up ring bund with earth fill gunny bags of top width 1.0m bottom width 2.0m height 2.0m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and cleaning the site by dismantling the bund after completion of the work etc. complete (60.1.2)
8
-
-
Bailing out water using 5 HP Pump-Bailing out water with 5 HP engine and pump set including conveyance to site and erection ,cost of fuel ,lubrication oil and other stores ,pay of staff rtc. complete. (60.2.2 )
80
-
-
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 (2.6.1)
368.22
-
-
DR PACKING for Aprons - Rough stone dry packing with good quality rubble including packing to compactness to lines levels cost and conveyance of materials and labour charges etc. complete as per direction of departmental officers at site (60.7.4)
17.02
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering - All work upto plinth level 1:2:4 ( 1 cement 2 coarse aggregate 4 graded stone aggregate 20 mm nominal size (4.1.3)
64.92
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering and reinforcement- All work upto plinth level 1:1.5:3 ( 1 cement 1.5 coarse aggregate 3 graded stone aggregate 20 mm nominal size (5.1.2)
21.13
-
-
4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
21.85
-
-
4.3.2
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
99.87
-
-
5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
69.31
-
-
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
1121.66
-
-
60.7.1.DR 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 and labour charges etc. complete as per direction of departmental officers at site
345.23
-
-
60.63.1'FRP SHUTTERS - Supplying and fixing FRP channels of 'C' profile and sill beam size 100X100X100mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental officers
9.2
-
-
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 provideded in the grooves already arranged and as per the direction of departmental officers
4.65
-
-
MOUTADI Vented Cross Bar & THOYAD THODU PROTECTION
-
-
-
RING BUND Type II Putting up ring bund with earth fill gunny bags of top width 1.0m bottom width 2.0m height 2.0m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and cleaning the site by dismantling the bund after completion of the work etc. complete (60.1.2)
8
-
-
Bailing out water using 5 HP Pump-Bailing out water with 5 HP engine and pump set including conveyance to site and erection ,cost of fuel ,lubrication oil and other stores ,pay of staff rtc. complete. (60.2.2 )
80
-
-
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 (2.6.1)
368.22
-
-
DR PACKING for Apronon - Rough stone dry packing with good quality rubble including packing to compactness to lines levels cost and conveyance of materials and labour charges etc. complete as per direction of departmental officers at site (60.7.4)
17.02
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering - All work upto plinth level 1:2:4 ( 1 cement 2 coarse aggregate 4 graded stone aggregate 20 mm nominal size (4.1.3)
64.92
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering and reinforcement- All work upto plinth level 1:1.5:3 ( 1 cement 1.5 coarse aggregate 3 graded stone aggregate 20 mm nominal size (5.1.2)
21.13
-
-
4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
21.85
-
-
4.3.2
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
99.87
-
-
5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
69.31
-
-
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
1121.66
-
-
60.7.1.DR 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 and labour charges etc. complete as per direction of departmental officers at site
345.23
-
-
60.63.1'FRP SHUTTERS - Supplying and fixing FRP channels of 'C' profile and sill beam size 100X100X100mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental officers
9.2
-
-
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 provideded in the grooves already arranged and as per the direction of departmental officers
4.65
-
-
VAIDYARKULAM Vented Cross Bar &THOYAD THODU PROTECTION
-
-
-
RING BUND Type II Putting up ring bund with earth fill gunny bags of top width 1.0m bottom width 2.0m height 2.0m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and cleaning the site by dismantling the bund after completion of the work etc. complete (60.1.2)
8
-
-
Bailing out water using 5 HP Pump-Bailing out water with 5 HP engine and pump set including conveyance to site and erection ,cost of fuel ,lubrication oil and other stores ,pay of staff rtc. complete. (60.2.2 )
80
-
-
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 (2.6.1)
289.02
-
-
DR PACKING for Apronon - Rough stone dry packing with good quality rubble including packing to compactness to lines levels cost and conveyance of materials and labour charges etc. complete as per direction of departmental officers at site (60.7.4)
17.02
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering and shuttering - All work upto plinth level 1:2:4 ( 1 cement 2 coarse aggregate 4 graded stone aggregate 20 mm nominal size (4.1.3)
64.92
-
-
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering and reinforcement- All work upto plinth level 1:1.5:3 ( 1 cement 1.5 coarse aggregate 3 graded stone aggregate 20 mm nominal size (5.1.2)
15.93
-
-
4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
21.85
-
-
4.3.2
Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
99.87
-
-
5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
53.31
-
-
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
872.06
-
-
60.7.1.DR 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 and labour charges etc. complete as per direction of departmental officers at site
253.17
-
-
60.63.1'FRP SHUTTERS - Supplying and fixing FRP channels of 'C' profile and sill beam size 100X100X100mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental officers
9.2
-
-
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 provideded in the grooves already arranged and as per the direction of departmental officers
4.65
-
-
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