Sdrf Lbc Sub Division Malampuzha Project Palakkad Flood Damages- Rectification Works Of Field Channel At Ch . 5 . 500 Km Rhs Of Lb Main Canal Between Ch 1 . 200Km And 1 . 349Km . , Anapara In Marutharode Panchayath-Kerala

TDR : 22507494

Tender Notice
BOQ

Expired

Anapara In Marutharode Panchayath , Kerala

Tender Brief : Sdrf Lbc Sub Division Malampuzha Project Palakkad Flood Damages- Rectification Works Of Field Channel At Ch . 5 . 500 Km Rhs Of Lb Main Canal Between Ch 1 . 200Km And 1 . 349Km .

Document Fees
₹ 2100 /-

EMD
₹ 21200.0 /-

Tender Value
₹ 8.47 Lakhs /-

Submission Date
23-11-2019

Competition Type
Indian

Bidding Type
Tender

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Work Name:SDRF LBC Sub Division Malampuzha Project Palakkad- Flood damages- Rectification works of field channel at Ch:5/500 km (RHS) of LB main canal between Ch 1/200km and 1/349km
1	1	Scheme 1 Ch 1/200 km to 1/247 km	BI01010001010000000000000515BI0100001113
2	1.01	15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)	BI01010001010000000000000515BI0100001114	0.961	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	8.858	cum
4	1.03	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)	BI01010001010000000000000515BI0100001116	0.99	cum
5	1.04	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	BI01010001010000000000000515BI0100001117	8.198	cum
6	1.05	7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	BI01010001010000000000000515BI0100001118	16.811	cum
7	1.06	4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	BI01010001010000000000000515BI0100001119	13.453	sqm
8	1.07	4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001120	1.321	cum
9	1.08	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)	BI01010001010000000000000515BI0100001121	0.161	cum
10	1.09	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	BI01010001010000000000000515BI0100001122	8.36	sqm
11	1.1	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	BI01010001010000000000000515BI0100001123	3.301	kilogram
12	1.11	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.	BI01010001010000000000000515BI0100001124	10.953	cum
13	2	Scheme 2 Ch 1/247 km to 1/261 km.	BI01010001010000000000000515BI0100001125
14	2.01	15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)	BI01010001010000000000000515BI0100001126	2.241	cum
15	2.02	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	BI01010001010000000000000515BI0100001127	7.79	cum
16	2.03	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)	BI01010001010000000000000515BI0100001128	2.31	cum
17	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	BI01010001010000000000000515BI0100001129	6.25	cum
18	2.05	7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	BI01010001010000000000000515BI0100001130	12.927	cum
19	2.06	4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	BI01010001010000000000000515BI0100001131	31.553	sqm
20	2.07	4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001132	3.081	cum
21	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)	BI01010001010000000000000515BI0100001133	0.379	cum
22	2.09	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	BI01010001010000000000000515BI0100001134	19.48	sqm
23	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	BI01010001010000000000000515BI0100001135	9.24	kilogram
24	2.11	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.	BI01010001010000000000000515BI0100001136	13.754	cum
25	3	Scheme 3 from Ch 1/261 km to 1/273 km	BI01010001010000000000000515BI0100001137
26	3.01	15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)	BI01010001010000000000000515BI0100001138	1.793	cum
27	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	BI01010001010000000000000515BI0100001139	8.168	cum
28	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)	BI01010001010000000000000515BI0100001140	1.848	cum
29	3.04	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	BI01010001010000000000000515BI0100001141	6.936	cum
30	3.05	7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	BI01010001010000000000000515BI0100001142	14.587	cum
31	3.06	4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	BI01010001010000000000000515BI0100001143	25.092	sqm
32	3.07	4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001144	2.464	cum
33	3.08	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)	BI01010001010000000000000515BI0100001145	0.299	cum
34	3.09	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	BI01010001010000000000000515BI0100001146	15.6	sqm
35	3.1	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	BI01010001010000000000000515BI0100001147	6.27	kilogram
36	3.11	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.	BI01010001010000000000000515BI0100001148	11.252	cum
37	4	Scheme 4 from Ch 1/273 km to 1/290 km	BI01010001010000000000000515BI0100001149
38	4.01	15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)	BI01010001010000000000000515BI0100001150	1.841	cum
39	4.02	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	BI01010001010000000000000515BI0100001151	6.875	cum
40	4.03	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)	BI01010001010000000000000515BI0100001152	2.723	cum
41	4.04	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	BI01010001010000000000000515BI0100001153	5.61	cum
42	4.05	7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	BI01010001010000000000000515BI0100001154	11.798	cum
43	4.06	4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	BI01010001010000000000000515BI0100001155	37.053	sqm
44	4.07	4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001156	3.631	cum
45	4.08	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)	BI01010001010000000000000515BI0100001157	0.441	cum
46	4.09	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	BI01010001010000000000000515BI0100001158	22.98	sqm
47	4.1	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	BI01010001010000000000000515BI0100001159	9.24	kilogram
48	4.11	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.	BI01010001010000000000000515BI0100001160	19.425	cum
49	5	Scheme 5 from Ch 1/290 km to 1/307 km	BI01010001010000000000000515BI0100001161
50	5.01	15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)	BI01010001010000000000000515BI0100001162	2.002	cum
51	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	BI01010001010000000000000515BI0100001163	7.155	cum
52	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)	BI01010001010000000000000515BI0100001164	2.805	cum
53	5.04	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	BI01010001010000000000000515BI0100001165	5.78	cum
54	5.05	7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	BI01010001010000000000000515BI0100001166	12.156	cum
55	5.06	4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	BI01010001010000000000000515BI0100001167	38.153	sqm
56	5.07	4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001168	3.741	cum
57	5.08	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)	BI01010001010000000000000515BI0100001169	0.454	cum
58	5.09	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	BI01010001010000000000000515BI0100001170	23.68	sqm
59	5.1	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	BI01010001010000000000000515BI0100001171	9.24	kilogram
60	5.11	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.	BI01010001010000000000000515BI0100001172	20.2	cum
61	6	Scheme 6 from Ch 1/307 km to 1/349 km	BI01010001010000000000000515BI0100001173
62	6.01	15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)	BI01010001010000000000000515BI0100001174	4.757	cum
63	6.02	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	BI01010001010000000000000515BI0100001175	2.556	cum
64	6.03	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)	BI01010001010000000000000515BI0100001176	6.402	cum
65	6.04	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	BI01010001010000000000000515BI0100001177	0.51	cum
66	6.05	7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	BI01010001010000000000000515BI0100001178	1.073	cum
67	6.06	4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	BI01010001010000000000000515BI0100001179	87.363	sqm
68	6.07	4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001180	8.537	cum
69	6.08	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)	BI01010001010000000000000515BI0100001181	1.044	cum
70	6.09	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	BI01010001010000000000000515BI0100001182	54	sqm
71	6.1	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	BI01010001010000000000000515BI0100001183	24.09	kilogram
72	6.11	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.	BI01010001010000000000000515BI0100001184	6.372	cum

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Sdrf Lbc Sub Division Malampuzha Project Palakkad Flood Damages- Rectification Works Of Field Channel At Ch . 5 . 500 Km Rhs Of Lb Main Canal Between Ch 1 . 200Km And 1 . 349Km . , Anapara In Marutharode Panchayath-Kerala

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Work Name:SDRF LBC Sub Division Malampuzha Project Palakkad- Flood damages- Rectification works of field channel at Ch:5/500 km (RHS) of LB main canal between Ch 1/200km and 1/349km
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Scheme 1 Ch 1/200 km to 1/247 km	BI01010001010000000000000515BI0100001113
2	1.01	15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)	BI01010001010000000000000515BI0100001114	0.961	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	8.858	cum
4	1.03	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)	BI01010001010000000000000515BI0100001116	0.99	cum
5	1.04	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	BI01010001010000000000000515BI0100001117	8.198	cum
6	1.05	7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	BI01010001010000000000000515BI0100001118	16.811	cum
7	1.06	4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	BI01010001010000000000000515BI0100001119	13.453	sqm
8	1.07	4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001120	1.321	cum
9	1.08	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)	BI01010001010000000000000515BI0100001121	0.161	cum
10	1.09	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	BI01010001010000000000000515BI0100001122	8.36	sqm
11	1.1	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	BI01010001010000000000000515BI0100001123	3.301	kilogram
12	1.11	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.	BI01010001010000000000000515BI0100001124	10.953	cum
13	2	Scheme 2 Ch 1/247 km to 1/261 km.	BI01010001010000000000000515BI0100001125
14	2.01	15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)	BI01010001010000000000000515BI0100001126	2.241	cum
15	2.02	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	BI01010001010000000000000515BI0100001127	7.79	cum
16	2.03	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)	BI01010001010000000000000515BI0100001128	2.31	cum
17	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	BI01010001010000000000000515BI0100001129	6.25	cum
18	2.05	7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	BI01010001010000000000000515BI0100001130	12.927	cum
19	2.06	4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	BI01010001010000000000000515BI0100001131	31.553	sqm
20	2.07	4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001132	3.081	cum
21	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)	BI01010001010000000000000515BI0100001133	0.379	cum
22	2.09	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	BI01010001010000000000000515BI0100001134	19.48	sqm
23	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	BI01010001010000000000000515BI0100001135	9.24	kilogram
24	2.11	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.	BI01010001010000000000000515BI0100001136	13.754	cum
25	3	Scheme 3 from Ch 1/261 km to 1/273 km	BI01010001010000000000000515BI0100001137
26	3.01	15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)	BI01010001010000000000000515BI0100001138	1.793	cum
27	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	BI01010001010000000000000515BI0100001139	8.168	cum
28	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)	BI01010001010000000000000515BI0100001140	1.848	cum
29	3.04	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	BI01010001010000000000000515BI0100001141	6.936	cum
30	3.05	7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	BI01010001010000000000000515BI0100001142	14.587	cum
31	3.06	4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	BI01010001010000000000000515BI0100001143	25.092	sqm
32	3.07	4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001144	2.464	cum
33	3.08	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)	BI01010001010000000000000515BI0100001145	0.299	cum
34	3.09	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	BI01010001010000000000000515BI0100001146	15.6	sqm
35	3.1	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	BI01010001010000000000000515BI0100001147	6.27	kilogram
36	3.11	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.	BI01010001010000000000000515BI0100001148	11.252	cum
37	4	Scheme 4 from Ch 1/273 km to 1/290 km	BI01010001010000000000000515BI0100001149
38	4.01	15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)	BI01010001010000000000000515BI0100001150	1.841	cum
39	4.02	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	BI01010001010000000000000515BI0100001151	6.875	cum
40	4.03	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)	BI01010001010000000000000515BI0100001152	2.723	cum
41	4.04	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	BI01010001010000000000000515BI0100001153	5.61	cum
42	4.05	7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	BI01010001010000000000000515BI0100001154	11.798	cum
43	4.06	4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	BI01010001010000000000000515BI0100001155	37.053	sqm
44	4.07	4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001156	3.631	cum
45	4.08	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)	BI01010001010000000000000515BI0100001157	0.441	cum
46	4.09	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	BI01010001010000000000000515BI0100001158	22.98	sqm
47	4.1	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	BI01010001010000000000000515BI0100001159	9.24	kilogram
48	4.11	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.	BI01010001010000000000000515BI0100001160	19.425	cum
49	5	Scheme 5 from Ch 1/290 km to 1/307 km	BI01010001010000000000000515BI0100001161
50	5.01	15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)	BI01010001010000000000000515BI0100001162	2.002	cum
51	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	BI01010001010000000000000515BI0100001163	7.155	cum
52	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)	BI01010001010000000000000515BI0100001164	2.805	cum
53	5.04	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	BI01010001010000000000000515BI0100001165	5.78	cum
54	5.05	7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	BI01010001010000000000000515BI0100001166	12.156	cum
55	5.06	4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	BI01010001010000000000000515BI0100001167	38.153	sqm
56	5.07	4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001168	3.741	cum
57	5.08	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)	BI01010001010000000000000515BI0100001169	0.454	cum
58	5.09	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	BI01010001010000000000000515BI0100001170	23.68	sqm
59	5.1	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	BI01010001010000000000000515BI0100001171	9.24	kilogram
60	5.11	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.	BI01010001010000000000000515BI0100001172	20.2	cum
61	6	Scheme 6 from Ch 1/307 km to 1/349 km	BI01010001010000000000000515BI0100001173
62	6.01	15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)	BI01010001010000000000000515BI0100001174	4.757	cum
63	6.02	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	BI01010001010000000000000515BI0100001175	2.556	cum
64	6.03	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)	BI01010001010000000000000515BI0100001176	6.402	cum
65	6.04	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	BI01010001010000000000000515BI0100001177	0.51	cum
66	6.05	7.1.1 : Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)	BI01010001010000000000000515BI0100001178	1.073	cum
67	6.06	4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns	BI01010001010000000000000515BI0100001179	87.363	sqm
68	6.07	4.1.5 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001180	8.537	cum
69	6.08	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)	BI01010001010000000000000515BI0100001181	1.044	cum
70	6.09	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	BI01010001010000000000000515BI0100001182	54	sqm
71	6.1	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	BI01010001010000000000000515BI0100001183	24.09	kilogram
72	6.11	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.	BI01010001010000000000000515BI0100001184	6.372	cum

Sdrf Lbc Sub Division Malampuzha Project Palakkad Flood Damages- Rectification Works Of Field Channel At Ch . 5 . 500 Km Rhs Of Lb Main Canal Between Ch 1 . 200Km And 1 . 349Km . , Anapara In Marutharode Panchayath-Kerala

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