Soil Survey And Soil Conservation Department Tender
... More
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Costs
EMD
₹ 50,000Document Cost
₹ 5,515Tender Fee
Refer Documents
Summary
Flood Control And Drainage Management Project Of Pottakkilakkadu Padasekharam In Veeyapuram Panchayat Of Alappuzha District Under Ridf Xxviii
Description
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Contact
Tender Id
2023_DSSC_571500_1Bid Award Id
ViewTender No
SSSC/861/2023-PG(2)/RIDF28Tender Authority
Soil Survey And Soil Conservation Department ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
GEM & Bid Advisory Services
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Documents
Preliminary agreement and NIT
TechspecLocationTreatmentMap
BOQ Items
... More
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)
254.63
-
-
... More
60.6 PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
59.4
-
-
... More
13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
582
-
-
... More
60.1.2 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.
71.5
-
-
... More
50.2.3.1 Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
80
-
-
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THODU WIDENING AND DEEPENING, RETAINING WALL 1.5 M , 3.0 M THODU WIDTH (90 M ,TWO SIDES)
9° 18' 48.924'' 76°28' 01.488''
9° 18' 56.232'' 76°27' 55.548''
-
-
-
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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 All kinds of soildisposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.
353.25
-
-
... More
2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
51.3
-
-
... More
60.7.1 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
206.1
-
-
... More
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 mmCement mortar 1:6 (1 cement : 6 coarse sand) nominal size) up to plinth level with:
49.05
-
-
... More
60.6 PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
8.8
-
-
... More
13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
108
-
-
... More
60.1.2 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.
13
-
-
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50.2.3.1 Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
16
-
-
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DEEPENING AND RETAINING WALL 2.50 m ht 102Rm. FOR PARAKKUZHI PROTECTION 9° 18' 49.752'' 76°27' 59.76''
-
-
-
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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 1:4 1:4 ( 1 cement : 4 fine sand)( 1 cement : 4 fine sand)disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.
623.95
-
-
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2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
623.95
-
-
... More
60.7.1 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
255.94
-
-
... More
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 Cement mortar 1:6 (1 cement : 6 coarse sand)nominal size) up to plinth level with:
29.33
-
-
... More
5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the 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)- All work up to plinth level:
11.93
-
-
... More
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
996.93
-
-
... More
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
30.6
-
-
... More
60.1.2 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.
16
-
-
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50.2.3.1 Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
64
-
-
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13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
61.2
-
-
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CULVERT 1.1 M SPAN WITH TWO SIDE RAMP 1 NOS 9° 18'
33.264'' 76°27' 51.516''
-
-
-
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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 All kinds of soildisposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.
33.78
-
-
... More
2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
8.83
-
-
... More
60.7.1 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
9.36
-
-
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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.
36
-
-
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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 Coconut Pile - Driving down coconut pile to lines and levels through variuos stratanecessary for pile driving down after pointing the bottom end
33.6
-
-
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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
12
-
-
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51.2.4 Filling with SandSupplying and filling sand in foundation trenches of culvert for stabilizing the top clay layer including watering, ramming, consolidating and dressing, etc complete for improving bearing capacity of soil.
2.08
-
-
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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)
10.7
-
-
... More
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)
3.12
-
-
... More
5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the 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- All work up to plinth level:
15.36
-
-
... More
4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
4.56
-
-
... More
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
6.08
-
-
... More
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.
56.6
-
-
... More
5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.65
-
-
... More
5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
1.54
-
-
... More
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
1035.27
-
-
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13.1.1 12mm cement plaster of mix 1:4, (1 cement :4 fine sand)
16.86
-
-
... More
50.2.26.1 Filling with contractor own earth (excluding rock) in open areas 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.
23.05
-
-
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60.1.2 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.
9
-
-
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50.2.3.1 Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
40
-
-
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THODU WIDENING AND DEEPENING
,RETAINING WALL 1.25 m Ht, 3 M THODU WIDTH (206 Rm, TWO SIDES) 9° 18'
42.984'' 76°27' 52.488''
-
-
-
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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.
686.5
-
-
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2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
18.54
-
-
... More
60.7.1 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
383.16
-
-
... More
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 mmCement mortar 1:6 (1 cement : 6 coarse sand) nominal size) up to plinth level with:
111.24
-
-
... More
60.6 PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of
materials, conveyance, labour charges etc. complete.
33
-
-
... More
13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
247.2
-
-
... More
50.2.3.1 Pumping or Bailing out water and
5.07 removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
30
-
-
... More
60.1.2 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.
39
-
-
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THODU WIDENING AND DEEPENING , RETAINING WALL 2.0 M Ht, 3.5M THODU WIDTH (79 M TWO SIDES) 9° 18'
49.716'' 76°27' 58.716''
-
-
-
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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 All kinds of soildisposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.
460.97
-
-
... More
2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
194.34
-
-
... More
60.7.1 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
287.96
-
-
... More
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)
44.64
-
-
... More
60.6 PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of
materials, conveyance, labour charges etc. complete.
13.2
-
-
... More
13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
94.8
-
-
... More
60.1.2 RING BUND Type II Putting up ring bund with earth filled with gunny bags of top width 1.0m bottom width 2.0m height 2.0 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.
13
-
-
... More
50.2.3.1 Pumping or Bailing out water and
6.08 removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
16
-
-
... More
RETAINING WALL 2 m Ht 113 Rm 9° 18' 29.88'' 76°28' 08.22'' 9° 18' 08.22''
76°28' 08.364''
-
-
-
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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.
203.4
-
-
... More
2.26.1 Extra for every additional lift 1.5 m or
7.02 part there of in excavation / banking excavated or stacked materials.All kinds of soil
122.89
-
-
... More
60.7.1 DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
7.03 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
205.94
-
-
... More
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 Cement mortar 1:6 (1 cement : 6 coarse sand)nominal size) up to plinth level with:
31.92
-
-
... More
50.2.3.1 Pumping or Bailing out water and
7.05 removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
16
-
-
... More
60.1.2 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.
13
-
-
... More
13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
67.8
-
-
... More
RETAINING WALL 1.50M Ht,3.0 M THODU WIDTH (72 m ,one side) 9° 18' 29.196''
76°28' 08.184''
-
-
-
... More
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
134.1
-
-
... More
2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
34.2
-
-
... More
60.7.1 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
82.44
-
-
... More
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 mmCement mortar 1:6 (1 cement : 6 coarse sand) nominal size) up to plinth level with:
19.62
-
-
... More
13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
43.2
-
-
... More
60.1.2 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.
13
-
-
... More
50.2.3.1 Pumping or Bailing out water and
8.07 removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
16
-
-
... More
FOOT SLAB 3.50M SPAN(PARAKKUZHY BHAGOM) 9° 18' 48.924'' 76°28' 01.488''
-
-
-
... More
5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size - All work up to plinth level:
2.28
-
-
... More
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
1.88
-
-
... More
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.
13.8
-
-
... More
5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
6.18
-
-
... More
5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
2.63
-
-
... More
5.22.6 Steel reinforcement for R.C.C 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
196.03
-
-
... More
TRACTOR PASSAGE WITH RAMP - TYPE A 9° 18' 42.984'' 76°27' 51.876''
-
-
-
... More
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
27.61
-
-
... More
2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
3.04
-
-
... More
60.7.2 DR PACKING Under foundation - 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.
10.03
-
-
... More
4.1.6 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)- All work up to plinth level:
3.04
-
-
... More
4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
6.91
-
-
... More
5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the 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- All work up to plinth level:
11.3
-
-
... More
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.64
-
-
... More
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.
22.88
-
-
... More
5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
9.64
-
-
... More
5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
4.76
-
-
... More
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
1063.4
-
-
... More
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 mmCement mortar 1:6 (1 cement : 6 coarse sand) nominal size) up to plinth level with:
2.44
-
-
... More
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)
2.92
-
-
... More
50.2.3.1 Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
32
-
-
... More
TRACTOR PASSAGE WITH RAMP- TYPE B 9° 18' 49.068'' 76°28' 00.336''
-
-
-
... More
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 All kinds of soildisposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.
28.14
-
-
... More
2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
6.84
-
-
... More
60.7.2 DR PACKING Under foundation - 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.
8.06
-
-
... More
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)
3.04
-
-
... More
4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
6.91
-
-
... More
5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the 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- All work up to plinth level:
12.1
-
-
... More
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.64
-
-
... More
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.
27.28
-
-
... More
5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
9.64
-
-
... More
5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
4.76
-
-
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5.22.6 Steel reinforcement for R.C.C 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
1100.58
-
-
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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 mmCement mortar 1:6 (1 cement : 6 coarse sand) nominal size) up to plinth level with:
1.22
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-
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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)
1.46
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-
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50.2.3.1 Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
32
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-
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CULVERT 2.8 M SPAN WITH TWO SIDE RAMP 1No 9° 18'34.56'' 76°27' 48.24''
-
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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 All kinds of soildisposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.
51.02
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2.26.1 Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
15.62
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-
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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.
48
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-
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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
44.8
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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
16
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-
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51.2.4 Filling with SandSupplying and filling sand in foundation trenches of culvert for stabilizing the top clay layer including watering, ramming, consolidating and dressing, etc complete for improving bearing capacity of soil.
3.47
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60.7.1 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
9.36
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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 Cement mortar 1:6 (1 cement : 6 coarse sand)nominal size) up to plinth level with:
10.7
-
-
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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)
5.21
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5.1.2 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and
reinforcement1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size - All work up to plinth level:
20.85
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4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
5.58
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-
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5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
7.44
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-
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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.
61.36
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5.9.3 Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
12.61
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5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
6.16
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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
1667.99
-
-
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13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
16.86
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-
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50.2.26.1 Filling with contractor own earth (excluding rock) in open areas 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.
21.68
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60.1.2 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.
13
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-
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50.2.3.1 Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
40
-
-
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