Ridf Xxiv - Rural Infrastructural Development At Kanhangad Constituency , Kasaragode District - Side Protection Of Thodu And Tractor Ramp At Kundan Vayal , Madikai Grama Panchayath , Kasaragode Side Protection Of Thodu And Tractor Ramp At Kundan Vayal , Madikai Panchayath, Kasaragode-Kerala

TDR : 25129915

Tender Notice
BOQ

Expired

Madikai Panchayath, Kasaragode , Kerala

Tender Brief : Ridf Xxiv - Rural Infrastructural Development At Kanhangad Constituency , Kasaragode District - Side Protection Of Thodu And Tractor Ramp At Kundan Vayal , Madikai Grama Panchayath , Kasaragode Side Protection Of Thodu And Tractor Ramp At Kundan Vayal

Document Fees
₹ 2500 /-

EMD
₹ 50000.0 /-

Tender Value
₹ 88.08 Lakhs /-

Submission Date
21-08-2020

Competition Type
Indian

Bidding Type
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Work Name: RIDF XXIV - Rural Infrastructural Development at Kanhangad Constitution, Kasaragod District- Side protection of thodu and tractor ramp at Kunden Vayal, Madikai KB
1	1	Appendix I - Deepening and side protection of Kunden Vayal Thodu	BI01010001010000000000000515BI0100001113
2	1.01	od4645/2019_2020 : 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.<br>All kinds of soil	BI01010001010000000000000515BI0100001114	836.25	cum
3	1.02	2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	BI01010001010000000000000515BI0100001115	829.275	cum
4	1.03	2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.	BI01010001010000000000000515BI0100001116	1550	sqm
5	1.04	2.33.1 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth	BI01010001010000000000000515BI0100001117	4	each
6	1.05	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.	BI01010001010000000000000515BI0100001118	14	metre
7	1.06	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	BI01010001010000000000000515BI0100001119	100	hour
8	1.07	51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	BI01010001010000000000000515BI0100001120	176.004	cum
9	1.08	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	BI01010001010000000000000515BI0100001121	1314.78	cum
10	1.09	od479/2020_2021 : 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:<br>Cement mortar 1:6 (1 cement : 6 coarse sand)-Without throughstone and bond stone(modified 7.1.1)	BI01010001010000000000000515BI0100001122	342.96	cum
11	1.1	2.25 : Filling available excavated 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.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.	BI01010001010000000000000515BI0100001123	604.8	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)	BI01010001010000000000000515BI0100001124	85.9	cum
13	1.12	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)	BI01010001010000000000000515BI0100001125	9.363	cum
14	1.13	5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	BI01010001010000000000000515BI0100001126	221.761	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	BI01010001010000000000000515BI0100001127	531.621	kilogram
16	1.15	13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing	BI01010001010000000000000515BI0100001128	1663	sqm
17	1.16	4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.	BI01010001010000000000000515BI0100001129	79.96	sqm
18	1.17	5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	BI01010001010000000000000515BI0100001130	58.481	sqm
19	1.18	5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	BI01010001010000000000000515BI0100001131	19.201	sqm
20	1.19	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	BI01010001010000000000000515BI0100001132	23.625	cum
21	2	Appendix II - Construction of Farm Road	BI01010001010000000000000515BI0100001133
22	2.01	2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	BI01010001010000000000000515BI0100001134	156.876	cum
23	2.02	51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	BI01010001010000000000000515BI0100001135	145.246	cum
24	2.03	16.1 : Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.	BI01010001010000000000000515BI0100001136	386.9	sqm
25	2.04	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	BI01010001010000000000000515BI0100001137	370.581	cum
26	2.05	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	BI01010001010000000000000515BI0100001138	2.7	cum
27	2.06	13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing	BI01010001010000000000000515BI0100001139	337.201	sqm
28	2.07	2.25 : Filling available excavated 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.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.	BI01010001010000000000000515BI0100001140	223.561	cum
29	2.08	2.28.1 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil	BI01010001010000000000000515BI0100001141	374.4	sqm
30	2.09	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)	BI01010001010000000000000515BI0100001142	2.436	cum
31	2.1	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)	BI01010001010000000000000515BI0100001143	16.172	cum
32	2.11	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)	BI01010001010000000000000515BI0100001144	2.537	cum
33	2.12	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)	BI01010001010000000000000515BI0100001145	25.64	cum
34	2.13	5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	BI01010001010000000000000515BI0100001146	11.001	sqm
35	2.14	5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	BI01010001010000000000000515BI0100001147	8.06	sqm
36	2.15	5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	BI01010001010000000000000515BI0100001148	110.923	sqm
37	2.16	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	BI01010001010000000000000515BI0100001149	238.354	kilogram
38	2.17	10.26.3 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes	BI01010001010000000000000515BI0100001150	89.281	kg
39	2.18	13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work	BI01010001010000000000000515BI0100001151	4.32	sqm
40	2.19	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.	BI01010001010000000000000515BI0100001152	40	metre
41	3	Appendix III - Construction of VCB	BI01010001010000000000000515BI0100001153
42	3.01	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	BI01010001010000000000000515BI0100001154	12.58	cum
43	3.02	51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	BI01010001010000000000000515BI0100001155	4.24	cum
44	3.03	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)	BI01010001010000000000000515BI0100001156	2.6	cum
45	3.04	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)	BI01010001010000000000000515BI0100001157	16.612	cum
46	3.05	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)	BI01010001010000000000000515BI0100001158	1.501	cum
47	3.06	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)	BI01010001010000000000000515BI0100001159	3.093	cum
48	3.07	4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	BI01010001010000000000000515BI0100001160	62.961	sqm
49	3.08	5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	BI01010001010000000000000515BI0100001161	4.041	sqm
50	3.09	5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	BI01010001010000000000000515BI0100001162	16.32	sqm
51	3.1	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.	BI01010001010000000000000515BI0100001163	14.96	sqm
52	3.11	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	BI01010001010000000000000515BI0100001164	165.152	kilogram
53	3.12	13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	BI01010001010000000000000515BI0100001165	68.802	sqm
54	3.13	60.8 : Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete	BI01010001010000000000000515BI0100001166	36.001	10 cud m
55	3.14	60.4 : Locking Arrangements - Supplying and Fixing lock and locking arrangements with suitable chain hooks,and padlock of 65mm size.	BI01010001010000000000000515BI0100001167	2	each
56	4	Appendix IV-Fixing name board	BI01010001010000000000000515BI0100001168
57	4.01	10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.	BI01010001010000000000000515BI0100001169	25.2	kilogram
58	4.02	50.10.1 : Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete	BI01010001010000000000000515BI0100001170	43.92	kg
59	4.03	2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	BI01010001010000000000000515BI0100001171	0.243	cum
60	4.04	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)	BI01010001010000000000000515BI0100001172	0.243	cum
61	4.05	od284/2020_2021 : Supplying and Fixing of 2.50x0.60m size plastic sticker with letters and emblems in GI/MS sheet name board including labour charges but excluding the board cost	BI01010001010000000000000515BI0100001173	3	sqm

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Ridf Xxiv - Rural Infrastructural Development At Kanhangad Constituency , Kasaragode District - Side Protection Of Thodu And Tractor Ramp At Kundan Vayal , Madikai Grama Panchayath , Kasaragode Side Protection Of Thodu And Tractor Ramp At Kundan Vayal , Madikai Panchayath, Kasaragode-Kerala

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Work Name: RIDF XXIV - Rural Infrastructural Development at Kanhangad Constitution, Kasaragod District- Side protection of thodu and tractor ramp at Kunden Vayal, Madikai KB
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Appendix I - Deepening and side protection of Kunden Vayal Thodu	BI01010001010000000000000515BI0100001113
2	1.01	od4645/2019_2020 : 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.<br>All kinds of soil	BI01010001010000000000000515BI0100001114	836.25	cum
3	1.02	2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	BI01010001010000000000000515BI0100001115	829.275	cum
4	1.03	2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.	BI01010001010000000000000515BI0100001116	1550	sqm
5	1.04	2.33.1 : Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth	BI01010001010000000000000515BI0100001117	4	each
6	1.05	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.	BI01010001010000000000000515BI0100001118	14	metre
7	1.06	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	BI01010001010000000000000515BI0100001119	100	hour
8	1.07	51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	BI01010001010000000000000515BI0100001120	176.004	cum
9	1.08	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	BI01010001010000000000000515BI0100001121	1314.78	cum
10	1.09	od479/2020_2021 : 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:<br>Cement mortar 1:6 (1 cement : 6 coarse sand)-Without throughstone and bond stone(modified 7.1.1)	BI01010001010000000000000515BI0100001122	342.96	cum
11	1.1	2.25 : Filling available excavated 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.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.	BI01010001010000000000000515BI0100001123	604.8	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)	BI01010001010000000000000515BI0100001124	85.9	cum
13	1.12	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)	BI01010001010000000000000515BI0100001125	9.363	cum
14	1.13	5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	BI01010001010000000000000515BI0100001126	221.761	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	BI01010001010000000000000515BI0100001127	531.621	kilogram
16	1.15	13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing	BI01010001010000000000000515BI0100001128	1663	sqm
17	1.16	4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.	BI01010001010000000000000515BI0100001129	79.96	sqm
18	1.17	5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	BI01010001010000000000000515BI0100001130	58.481	sqm
19	1.18	5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	BI01010001010000000000000515BI0100001131	19.201	sqm
20	1.19	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	BI01010001010000000000000515BI0100001132	23.625	cum
21	2	Appendix II - Construction of Farm Road	BI01010001010000000000000515BI0100001133
22	2.01	2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	BI01010001010000000000000515BI0100001134	156.876	cum
23	2.02	51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	BI01010001010000000000000515BI0100001135	145.246	cum
24	2.03	16.1 : Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.	BI01010001010000000000000515BI0100001136	386.9	sqm
25	2.04	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	BI01010001010000000000000515BI0100001137	370.581	cum
26	2.05	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	BI01010001010000000000000515BI0100001138	2.7	cum
27	2.06	13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing	BI01010001010000000000000515BI0100001139	337.201	sqm
28	2.07	2.25 : Filling available excavated 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.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.	BI01010001010000000000000515BI0100001140	223.561	cum
29	2.08	2.28.1 : Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil	BI01010001010000000000000515BI0100001141	374.4	sqm
30	2.09	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)	BI01010001010000000000000515BI0100001142	2.436	cum
31	2.1	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)	BI01010001010000000000000515BI0100001143	16.172	cum
32	2.11	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)	BI01010001010000000000000515BI0100001144	2.537	cum
33	2.12	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)	BI01010001010000000000000515BI0100001145	25.64	cum
34	2.13	5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	BI01010001010000000000000515BI0100001146	11.001	sqm
35	2.14	5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	BI01010001010000000000000515BI0100001147	8.06	sqm
36	2.15	5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	BI01010001010000000000000515BI0100001148	110.923	sqm
37	2.16	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	BI01010001010000000000000515BI0100001149	238.354	kilogram
38	2.17	10.26.3 : Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes	BI01010001010000000000000515BI0100001150	89.281	kg
39	2.18	13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work	BI01010001010000000000000515BI0100001151	4.32	sqm
40	2.19	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.	BI01010001010000000000000515BI0100001152	40	metre
41	3	Appendix III - Construction of VCB	BI01010001010000000000000515BI0100001153
42	3.01	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	BI01010001010000000000000515BI0100001154	12.58	cum
43	3.02	51.2.3 : Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade	BI01010001010000000000000515BI0100001155	4.24	cum
44	3.03	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)	BI01010001010000000000000515BI0100001156	2.6	cum
45	3.04	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)	BI01010001010000000000000515BI0100001157	16.612	cum
46	3.05	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)	BI01010001010000000000000515BI0100001158	1.501	cum
47	3.06	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)	BI01010001010000000000000515BI0100001159	3.093	cum
48	3.07	4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	BI01010001010000000000000515BI0100001160	62.961	sqm
49	3.08	5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	BI01010001010000000000000515BI0100001161	4.041	sqm
50	3.09	5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	BI01010001010000000000000515BI0100001162	16.32	sqm
51	3.1	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.	BI01010001010000000000000515BI0100001163	14.96	sqm
52	3.11	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	BI01010001010000000000000515BI0100001164	165.152	kilogram
53	3.12	13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	BI01010001010000000000000515BI0100001165	68.802	sqm
54	3.13	60.8 : Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete	BI01010001010000000000000515BI0100001166	36.001	10 cud m
55	3.14	60.4 : Locking Arrangements - Supplying and Fixing lock and locking arrangements with suitable chain hooks,and padlock of 65mm size.	BI01010001010000000000000515BI0100001167	2	each
56	4	Appendix IV-Fixing name board	BI01010001010000000000000515BI0100001168
57	4.01	10.1 : Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.	BI01010001010000000000000515BI0100001169	25.2	kilogram
58	4.02	50.10.1 : Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete	BI01010001010000000000000515BI0100001170	43.92	kg
59	4.03	2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil	BI01010001010000000000000515BI0100001171	0.243	cum
60	4.04	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)	BI01010001010000000000000515BI0100001172	0.243	cum
61	4.05	od284/2020_2021 : Supplying and Fixing of 2.50x0.60m size plastic sticker with letters and emblems in GI/MS sheet name board including labour charges but excluding the board cost	BI01010001010000000000000515BI0100001173	3	sqm

Ridf Xxiv - Rural Infrastructural Development At Kanhangad Constituency , Kasaragode District - Side Protection Of Thodu And Tractor Ramp At Kundan Vayal , Madikai Grama Panchayath , Kasaragode Side Protection Of Thodu And Tractor Ramp At Kundan Vayal , Madikai Panchayath, Kasaragode-Kerala

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