Bsp_Venniyode Branch Canal_Construction Of Branch Canal From Ch_2390M To 2680M Including Cd Works, Venniyode-Kerala

TDR : 26964438

Tender Notice
BOQ

Expired

Venniyode , Kerala

Tender Brief : Bsp_Venniyode Branch Canal_Construction Of Branch Canal From Ch_2390M To 2680M Including Cd Works

Document Fees
₹ 5600 /-

EMD
₹ 50000.0 /-

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Refer document

Submission Date
25-02-2021

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Indian

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Work Name:BSP-Venniyode Branch Canal-Construction of Branch Canal from CH:2390m to 2680m including CD Works
1	1	Appendix -A Construction of covered flume & Transitions (ch 2390m to 2475m)	BI01010001010000000000000515BI0100001113
2	1.01	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	BI01010001010000000000000515BI0100001114	1105	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	612	sqm
4	1.03	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	BI01010001010000000000000515BI0100001116	1290.55	cum
5	1.04	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)	BI01010001010000000000000515BI0100001117	69.9	cum
6	1.05	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)	BI01010001010000000000000515BI0100001118	102.75	cum
7	1.06	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)	BI01010001010000000000000515BI0100001119	6.263	cum
8	1.07	5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size	BI01010001010000000000000515BI0100001120	173.328	cum
9	1.08	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	BI01010001010000000000000515BI0100001121	19967	kilogram
10	1.09	5.26 : Providing and filling in position, blow bitumen in expansion joints.	BI01010001010000000000000515BI0100001122	0.351	cum
11	1.1	5.25 : Providing and fixing in position copper plate as per design for expansion joints.	BI01010001010000000000000515BI0100001123	346.32	kg
12	1.11	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	BI01010001010000000000000515BI0100001124	446.75	sqm
13	1.12	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.	BI01010001010000000000000515BI0100001125	876.8	sqm
14	1.13	5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	BI01010001010000000000000515BI0100001126	78	sqm
15	1.14	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	BI01010001010000000000000515BI0100001127	16.8	metre
16	1.15	2.3.1 : Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m :All kinds of soil	BI01010001010000000000000515BI0100001128	942.76	cum
17	1.16	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	BI01010001010000000000000515BI0100001129	250	hour
18	2	APPENDIX- B CANAL FORMATION & LINING (CH:2475m To 2680m)	BI01010001010000000000000515BI0100001130
19	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	BI01010001010000000000000515BI0100001131	2665	sqm
20	2.02	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	BI01010001010000000000000515BI0100001132	4664.2	sqm
21	2.03	2.3.1 : Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m :All kinds of soil	BI01010001010000000000000515BI0100001133	1540.1	cum
22	2.04	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	BI01010001010000000000000515BI0100001134	703.337	cum
23	2.05	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.	BI01010001010000000000000515BI0100001135	39.26	cum
24	2.06	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)	BI01010001010000000000000515BI0100001136	108.825	cum
25	2.07	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)	BI01010001010000000000000515BI0100001137	68.572	cum
26	2.08	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)	BI01010001010000000000000515BI0100001138	131.412	cum
27	2.09	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	BI01010001010000000000000515BI0100001139	5697.69	kilogram
28	2.1	od9293/2016_2017 : Supplying and filling filter drain with clear river sand including stacking for measurements as per the instructions of departmental officers at site with lead lift including all form work etc complete	BI01010001010000000000000515BI0100001140	1.4	cum
29	2.11	od9294/2016_2017 : Supplying and filling filter drain with graded metal 50% 40mm and 50% 20mm nominal size hard granite broken stone including stacking for measurements as per the instructions of departmental officers at site with lead lift including all form work etc complete	BI01010001010000000000000515BI0100001141	1.4	cum
30	2.12	5.27 : Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic metre of coarse sand for expansion joints.	BI01010001010000000000000515BI0100001142	5.991	cum
31	2.13	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.	BI01010001010000000000000515BI0100001143	81.68	metre
32	2.14	5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	BI01010001010000000000000515BI0100001144	366.35	sqm
33	2.15	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	BI01010001010000000000000515BI0100001145	1205.4	sqm
34	2.16	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.	BI01010001010000000000000515BI0100001146	1183.01	cum
35	2.17	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	BI01010001010000000000000515BI0100001147	150	hour
36	3	Appendix C -CD works (Road culvert ch: 2605m,UT ch: 2440m&2635m, cartable culvert ch 2505m,2555m	BI01010001010000000000000515BI0100001148
37	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	BI01010001010000000000000515BI0100001149	420.681	cum
38	3.02	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.	BI01010001010000000000000515BI0100001150	160.634	cum
39	3.03	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)	BI01010001010000000000000515BI0100001151	17.128	cum
40	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)	BI01010001010000000000000515BI0100001152	150.646	cum
41	3.05	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)	BI01010001010000000000000515BI0100001153	114.446	cum
42	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)	BI01010001010000000000000515BI0100001154	3.705	cum
43	3.07	5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size	BI01010001010000000000000515BI0100001155	80.281	cum
44	3.08	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.	BI01010001010000000000000515BI0100001156	838.755	sqm
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	155.076	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	36.78	sqm
47	3.11	5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	BI01010001010000000000000515BI0100001159	131.924	sqm
48	3.12	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	BI01010001010000000000000515BI0100001160	30	metre
49	3.13	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	BI01010001010000000000000515BI0100001161	8510.38	kilogram
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	314.44	sqm
51	3.15	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.	BI01010001010000000000000515BI0100001163	25.2	cum
52	3.16	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	BI01010001010000000000000515BI0100001164	400	hour
53	4	Appendix D Road Reformation 2425M	BI01010001010000000000000515BI0100001165
54	4.01	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.	BI01010001010000000000000515BI0100001166	42	cum
55	4.02	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	31.5	cum
56	4.03	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	7	cum

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Bsp_Venniyode Branch Canal_Construction Of Branch Canal From Ch_2390M To 2680M Including Cd Works, Venniyode-Kerala

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Work Name:BSP-Venniyode Branch Canal-Construction of Branch Canal from CH:2390m to 2680m including CD Works
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Appendix -A Construction of covered flume & Transitions (ch 2390m to 2475m)	BI01010001010000000000000515BI0100001113
2	1.01	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	BI01010001010000000000000515BI0100001114	1105	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	612	sqm
4	1.03	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	BI01010001010000000000000515BI0100001116	1290.55	cum
5	1.04	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)	BI01010001010000000000000515BI0100001117	69.9	cum
6	1.05	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)	BI01010001010000000000000515BI0100001118	102.75	cum
7	1.06	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)	BI01010001010000000000000515BI0100001119	6.263	cum
8	1.07	5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size	BI01010001010000000000000515BI0100001120	173.328	cum
9	1.08	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	BI01010001010000000000000515BI0100001121	19967	kilogram
10	1.09	5.26 : Providing and filling in position, blow bitumen in expansion joints.	BI01010001010000000000000515BI0100001122	0.351	cum
11	1.1	5.25 : Providing and fixing in position copper plate as per design for expansion joints.	BI01010001010000000000000515BI0100001123	346.32	kg
12	1.11	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	BI01010001010000000000000515BI0100001124	446.75	sqm
13	1.12	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.	BI01010001010000000000000515BI0100001125	876.8	sqm
14	1.13	5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	BI01010001010000000000000515BI0100001126	78	sqm
15	1.14	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	BI01010001010000000000000515BI0100001127	16.8	metre
16	1.15	2.3.1 : Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m :All kinds of soil	BI01010001010000000000000515BI0100001128	942.76	cum
17	1.16	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	BI01010001010000000000000515BI0100001129	250	hour
18	2	APPENDIX- B CANAL FORMATION & LINING (CH:2475m To 2680m)	BI01010001010000000000000515BI0100001130
19	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	BI01010001010000000000000515BI0100001131	2665	sqm
20	2.02	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	BI01010001010000000000000515BI0100001132	4664.2	sqm
21	2.03	2.3.1 : Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead up to 50 m and lift up to 1.5 m :All kinds of soil	BI01010001010000000000000515BI0100001133	1540.1	cum
22	2.04	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	BI01010001010000000000000515BI0100001134	703.337	cum
23	2.05	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.	BI01010001010000000000000515BI0100001135	39.26	cum
24	2.06	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)	BI01010001010000000000000515BI0100001136	108.825	cum
25	2.07	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)	BI01010001010000000000000515BI0100001137	68.572	cum
26	2.08	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)	BI01010001010000000000000515BI0100001138	131.412	cum
27	2.09	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	BI01010001010000000000000515BI0100001139	5697.69	kilogram
28	2.1	od9293/2016_2017 : Supplying and filling filter drain with clear river sand including stacking for measurements as per the instructions of departmental officers at site with lead lift including all form work etc complete	BI01010001010000000000000515BI0100001140	1.4	cum
29	2.11	od9294/2016_2017 : Supplying and filling filter drain with graded metal 50% 40mm and 50% 20mm nominal size hard granite broken stone including stacking for measurements as per the instructions of departmental officers at site with lead lift including all form work etc complete	BI01010001010000000000000515BI0100001141	1.4	cum
30	2.12	5.27 : Providing and filling in position bitumen mix filler of Proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic metre of coarse sand for expansion joints.	BI01010001010000000000000515BI0100001142	5.991	cum
31	2.13	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.	BI01010001010000000000000515BI0100001143	81.68	metre
32	2.14	5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	BI01010001010000000000000515BI0100001144	366.35	sqm
33	2.15	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	BI01010001010000000000000515BI0100001145	1205.4	sqm
34	2.16	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.	BI01010001010000000000000515BI0100001146	1183.01	cum
35	2.17	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	BI01010001010000000000000515BI0100001147	150	hour
36	3	Appendix C -CD works (Road culvert ch: 2605m,UT ch: 2440m&2635m, cartable culvert ch 2505m,2555m	BI01010001010000000000000515BI0100001148
37	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	BI01010001010000000000000515BI0100001149	420.681	cum
38	3.02	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.	BI01010001010000000000000515BI0100001150	160.634	cum
39	3.03	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)	BI01010001010000000000000515BI0100001151	17.128	cum
40	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)	BI01010001010000000000000515BI0100001152	150.646	cum
41	3.05	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)	BI01010001010000000000000515BI0100001153	114.446	cum
42	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)	BI01010001010000000000000515BI0100001154	3.705	cum
43	3.07	5.1.2 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size	BI01010001010000000000000515BI0100001155	80.281	cum
44	3.08	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.	BI01010001010000000000000515BI0100001156	838.755	sqm
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	155.076	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	36.78	sqm
47	3.11	5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts	BI01010001010000000000000515BI0100001159	131.924	sqm
48	3.12	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	BI01010001010000000000000515BI0100001160	30	metre
49	3.13	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	BI01010001010000000000000515BI0100001161	8510.38	kilogram
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	314.44	sqm
51	3.15	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.	BI01010001010000000000000515BI0100001163	25.2	cum
52	3.16	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	BI01010001010000000000000515BI0100001164	400	hour
53	4	Appendix D Road Reformation 2425M	BI01010001010000000000000515BI0100001165
54	4.01	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.	BI01010001010000000000000515BI0100001166	42	cum
55	4.02	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	31.5	cum
56	4.03	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	7	cum

Bsp_Venniyode Branch Canal_Construction Of Branch Canal From Ch_2390M To 2680M Including Cd Works, Venniyode-Kerala

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