Ridf Xxiv Infrastructure Development Works At Kanhangad In Kasaragod District - Providing Addition Infrastructural Works To Kunden Vayal Padashekaram , Madikai Gp, Kunden Vayal Padashekaram ,Madikai Gp, Kasargod-Kerala

TDR : 26908822

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Kunden Vayal Padashekaram ,Madikai Gp, Kasargod , Kerala

Tender Brief : Ridf Xxiv Infrastructure Development Works At Kanhangad In Kasaragod District - Providing Addition Infrastructural Works To Kunden Vayal Padashekaram , Madikai Gp

Document Fees
₹ 5000 /-

EMD
₹ 50000.0 /-

Tender Value
₹ 1.42 Crore /-

Submission Date
20-02-2021

Competition Type
Indian

Bidding Type
Tender

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Work Name:RIDF XXIV- Infrastructure development works at Kanhangad in Kasaragod district- Providing addition infrastructural works to Kunden Vayal Padashekaram, Madikai GP.
1	1	Appendix I Construction of irrigation canal for Nadhakkottu and Easter side of Padashekaram	BI01010001010000000000000515BI0100001113
2	1.01	2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.	BI01010001010000000000000515BI0100001114	1061	sqm
3	1.02	2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil	BI01010001010000000000000515BI0100001115	467.5	sqm
4	1.03	od1850/2020_2021 : 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	BI01010001010000000000000515BI0100001116	475.929	cum
5	1.04	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.	BI01010001010000000000000515BI0100001117	487.297	cum
6	1.05	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	BI01010001010000000000000515BI0100001118	147.302	cum
7	1.06	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)	BI01010001010000000000000515BI0100001119	118.4	cum
8	1.07	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)	BI01010001010000000000000515BI0100001120	440.283	cum
9	1.08	4.1.4 : 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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)	BI01010001010000000000000515BI0100001121	4.526	cum
10	1.09	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	BI01010001010000000000000515BI0100001122	15066.9	kilogram
11	1.1	5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	BI01010001010000000000000515BI0100001123	28.421	sqm
12	1.11	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.	BI01010001010000000000000515BI0100001124	4902.01	sqm
13	1.12	50.6.7.1 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.	BI01010001010000000000000515BI0100001125	62.621	cum
14	1.13	13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	BI01010001010000000000000515BI0100001126	26.98	sqm
15	1.14	13.7.2 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)	BI01010001010000000000000515BI0100001127	3330.74	sqm
16	1.15	50.18.9.19.1 : Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall	BI01010001010000000000000515BI0100001128	25	metre
17	1.16	60.8 : Shutter for check dams- Supplying and providing Thambagam wood shutter planks 5cm thick including cost of materials and labour charges etc complete	BI01010001010000000000000515BI0100001129	14.3	10 cud m
18	1.17	60.4 : Locking Arrangements - Supplying and Fixing lock and locking arrangements with suitable chain hooks,and padlock of 65mm size.	BI01010001010000000000000515BI0100001130	2	each
19	2	APPENDIX II - Renovation of Kulathingal and Public pond	BI01010001010000000000000515BI0100001131
20	2.01	2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared	BI01010001010000000000000515BI0100001132	325	sqm
21	2.02	od1858/2020_2021 : Earth work in excavation by mechanical means (Hydraulic excavator) 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	BI01010001010000000000000515BI0100001133	106.35	cum
22	2.03	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	BI01010001010000000000000515BI0100001134	41.6	cum
23	2.04	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	BI01010001010000000000000515BI0100001135	20	hour
24	2.05	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	BI01010001010000000000000515BI0100001136	40	hour
25	2.06	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	BI01010001010000000000000515BI0100001137	10.4	cum
26	2.07	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	BI01010001010000000000000515BI0100001138	106.46	cum
27	2.08	od1863/2020_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:Cement mortar 1:6 (1 cement : 6 coarse sand)- modified 7.1.1	BI01010001010000000000000515BI0100001139	15.2	cum
28	2.09	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)	BI01010001010000000000000515BI0100001140	5.4	cum
29	2.1	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	BI01010001010000000000000515BI0100001141	254.281	kilogram
30	2.11	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.	BI01010001010000000000000515BI0100001142	298.081	kilogram
31	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)	BI01010001010000000000000515BI0100001143	5.302	cum
32	2.13	5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	BI01010001010000000000000515BI0100001144	21.202	sqm
33	2.14	5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide	BI01010001010000000000000515BI0100001145	18	metre
34	2.15	16.70.1 : Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts , bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm	BI01010001010000000000000515BI0100001146	102	sqm
35	2.16	od1912/2020_2021 : Supplying and laying good quality nylone mesh of 0.5"x0.5" size opening with 2mm GI wire	BI01010001010000000000000515BI0100001147	149	sqm
36	3	APPENDIX -III Construction of Pump Houses (2Nos)	BI01010001010000000000000515BI0100001148
37	3.01	2.31 : Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared	BI01010001010000000000000515BI0100001149	50	sqm
38	3.02	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	BI01010001010000000000000515BI0100001150	5.76	cum
39	3.03	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	BI01010001010000000000000515BI0100001151	5.76	cum
40	3.04	od1868/2020_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)	BI01010001010000000000000515BI0100001152	6.302	cum
41	3.05	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)	BI01010001010000000000000515BI0100001153	0.801	cum
42	3.06	50.6.7.1 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.	BI01010001010000000000000515BI0100001154	1.263	cum
43	3.07	50.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.	BI01010001010000000000000515BI0100001155	7.108	cum
44	3.08	5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).	BI01010001010000000000000515BI0100001156	2.84	cum
45	3.09	5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	BI01010001010000000000000515BI0100001157	23.12	sqm
46	3.1	5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	BI01010001010000000000000515BI0100001158	5.28	sqm
47	3.11	5.9.16.1 : Centering and shuttering including strutting, etc. and removal of form for:Edges of slabs and breaks in floors and wallsUnder 20 cm wide	BI01010001010000000000000515BI0100001159	6.32	metre
48	3.12	10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works	BI01010001010000000000000515BI0100001160	162.384	kg
49	3.13	5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more	BI01010001010000000000000515BI0100001161	237.123	kg
50	3.14	50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete	BI01010001010000000000000515BI0100001162	25.84	sqm
51	3.15	13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	BI01010001010000000000000515BI0100001163	87.42	sqm
52	3.16	od1869/2020_2021 : White washing with white cement to give an even shade:<br>New work (two or more coats)- Modified 13.37.1	BI01010001010000000000000515BI0100001164	113.26	sqm
53	3.17	13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work	BI01010001010000000000000515BI0100001165	113.26	sqm
54	3.18	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	BI01010001010000000000000515BI0100001166	10.02	sqm
55	3.19	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)	BI01010001010000000000000515BI0100001167	1.938	cum
56	3.2	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 : 4 graded stone aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001168	0.901	cum
57	3.21	od3275/2020_2021 : Providing 6 lever pad lock of good quality for locking doors and shutters	BI01010001010000000000000515BI0100001169	2	each
58	4	APPENDIX-IV Supply and laying pump sets and pipeline	BI01010001010000000000000515BI0100001170
59	4.01	od1914/2020_2021 : Supplying and fixing GI spout 25mm including all fittings and accessories necessary required, labour charges and conveyance etc complete	BI01010001010000000000000515BI0100001171	20	each
60	4.02	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	2.503	cum
61	4.03	5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	BI01010001010000000000000515BI0100001173	36	sqm
62	4.04	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)	BI01010001010000000000000515BI0100001174	0.151	cum
63	4.05	2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.	BI01010001010000000000000515BI0100001175	250	sqm
64	4.06	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	BI01010001010000000000000515BI0100001176	10.56	kilogram
65	4.07	50.18.9.9.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2	BI01010001010000000000000515BI0100001177	520	metre
66	4.08	50.18.9.8.1 : Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 6 Kgf/ cm2	BI01010001010000000000000515BI0100001178	540	metre
67	4.09	50.18.9.21.5 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -75x75x75 mm dia Tee	BI01010001010000000000000515BI0100001179	4	no
68	4.1	50.18.9.22.5 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes including jointing with PVC solvent cement 110x110x110 mm dia Tee	BI01010001010000000000000515BI0100001180	8	no
69	4.11	50.18.9.22.12 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110x75 mm dia Reducer	BI01010001010000000000000515BI0100001181	5	no
70	4.12	od1917/2020_2021 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm diaball valve	BI01010001010000000000000515BI0100001182	8	no
71	4.13	od1915/2020_2021 : Providing and fixing PVC ball valve plain 75mm modified 50.18.9.21.4	BI01010001010000000000000515BI0100001183	4	no
72	5	APPENDIX V- Construction of machinery yard and meeting hall	BI01010001010000000000000515BI0100001184
73	5.01	2.1.1 : Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil	BI01010001010000000000000515BI0100001185	108	sqm
74	5.02	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	BI01010001010000000000000515BI0100001186	32.046	cum
75	5.03	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)	BI01010001010000000000000515BI0100001187	7.586	cum
76	5.04	od1918/2020_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:Cement mortar 1:6 (1 cement : 6 coarse sand)	BI01010001010000000000000515BI0100001188	14.969	cum
77	5.05	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)	BI01010001010000000000000515BI0100001189	7.074	cum
78	5.06	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)	BI01010001010000000000000515BI0100001190	8.057	cum
79	5.07	5.2.2 : Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding 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)	BI01010001010000000000000515BI0100001191	4.62	cum
80	5.08	5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15<sup>0</sup> landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).	BI01010001010000000000000515BI0100001192	25.248	cum
81	5.09	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	BI01010001010000000000000515BI0100001193	3346.23	kilogram
82	5.1	5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	BI01010001010000000000000515BI0100001194	20.48	sqm
83	5.11	5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	BI01010001010000000000000515BI0100001195	147.481	sqm
84	5.12	5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	BI01010001010000000000000515BI0100001196	71.28	sqm
85	5.13	5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers	BI01010001010000000000000515BI0100001197	216.38	sqm
86	5.14	50.6.7.2 : Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.	BI01010001010000000000000515BI0100001198	24.992	cum
87	5.15	13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)	BI01010001010000000000000515BI0100001199	356.25	sqm
88	5.16	50.13.1 : 9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete	BI01010001010000000000000515BI0100001200	301.2	sqm
89	5.17	od1919/2020_2021 : White washing with white cement to give an even shade:New work (two or more coats)	BI01010001010000000000000515BI0100001201	477.35	sqm
90	5.18	13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work	BI01010001010000000000000515BI0100001202	477.35	sqm
91	5.19	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	BI01010001010000000000000515BI0100001203	119.402	sqm
92	5.2	10.25.2 : Item Shifted to head 14 as item 14.74Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works	BI01010001010000000000000515BI0100001204	4114.39	kg
93	5.21	12.50 : Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.	BI01010001010000000000000515BI0100001205	23.1	sqm
94	5.22	od3174/2020_2021 : Supplying and fixing PVC gutter pathy (6 inch square shaped) with all labour charges including fittings ect	BI01010001010000000000000515BI0100001206	11	metre
95	5.23	50.18.8.8.2 : Providing and fixing PVC pipes, fittings, including fixing the pipe with clamps at 1.00 m spacing. this includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per the direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 75 mm pipe 4 kgf/cm2	BI01010001010000000000000515BI0100001207	45	metre
96	5.24	10.6.3 : Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x0.90 mm M.S. laths with 0.90 mm thick to cover	BI01010001010000000000000515BI0100001208	10.5	sqm
97	5.25	10.7 : Providing and fixing ball bearing for rolling shutters.	BI01010001010000000000000515BI0100001209	3	no
98	5.26	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	BI01010001010000000000000515BI0100001210	108.601	kg
99	5.27	od1920/2020_2021 : Providing and fixing panelled and glazed shutters for windows with 4mm thick glass	BI01010001010000000000000515BI0100001211	21	per sqm
100	5.28	50.9.1.1 : Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood	BI01010001010000000000000515BI0100001212	0.084	cum
101	5.29	9.5.3.2 : Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge.30 mm thick shutters	BI01010001010000000000000515BI0100001213	4.16	sqm
102	5.3	11.41.2 : Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.	BI01010001010000000000000515BI0100001214	48.16	sqm
103	5.31	od1921/2020_2021 : Providing and fixing plastic sticker with letters and emblem in the MS sheet name board of size 2.50mx0.60m	BI01010001010000000000000515BI0100001215	3	sqm
104	5.32	od3278/2020_2021 : Providing 6 lever pad lock of good quality for locking the rolling shutter	BI01010001010000000000000515BI0100001216	2	each
105	5.33	od3279/2020_2021 : Providing and fixing good quality brass mortise latch and lock with handle to wooden doors	BI01010001010000000000000515BI0100001217	2	each
106	5.34	11.46.2 : Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm	BI01010001010000000000000515BI0100001218	2.84	sqm

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Ridf Xxiv Infrastructure Development Works At Kanhangad In Kasaragod District - Providing Addition Infrastructural Works To Kunden Vayal Padashekaram , Madikai Gp, Kunden Vayal Padashekaram ,Madikai Gp, Kasargod-Kerala

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Ridf Xxiv Infrastructure Development Works At Kanhangad In Kasaragod District - Providing Addition Infrastructural Works To Kunden Vayal Padashekaram , Madikai Gp, Kunden Vayal Padashekaram ,Madikai Gp, Kasargod-Kerala

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