Kidayipadam Drinking Water Supply Scheme Open Well , Pump House , Tank, Velur Grama Panchayat-Kerala

TDR : 28467114

Tender Notice
BOQ

Expired

Velur Grama Panchayat , Kerala

Tender Brief : Kidayipadam Drinking Water Supply Scheme Open Well , Pump House , Tank

Document Fees
₹ 2975 /-

EMD
₹ 50000.0 /-

Tender Value
₹ 50.25 Lakhs /-

Submission Date
22-07-2021

Competition Type
Indian

Bidding Type
Tender

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Work Name:VELUR GP 2020-21 Kidayipadam Drinking Water Supply Scheme. (Pro.309/21)
1	1	OPEN WELL	BI01010001010000000000000515BI0100001113
2	1.001	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	BI01010001010000000000000515BI0100001114	93.47	cum
3	1.002	2.7.1 : 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.Ordinary rock	BI01010001010000000000000515BI0100001115	186.94	cum
4	1.003	2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil	BI01010001010000000000000515BI0100001116	46.735	cum
5	1.004	2.26.2 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock	BI01010001010000000000000515BI0100001117	654.29	cum
6	1.005	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	BI01010001010000000000000515BI0100001118	250	hour
7	1.006	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	0.98	cum
8	1.007	5.7 : Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001120	35.27	cum
9	1.008	5.9.12 : Centering and shuttering including strutting, etc. and removal of form for:Well steining	BI01010001010000000000000515BI0100001121	342.888	sqm
10	1.009	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	2116.2	kilogram
11	1.01	od1244132/2021_2022 : Supplying & Back filling of openwell using 40mm & 20mm metal	BI01010001010000000000000515BI0100001123	73.123	cum
12	1.011	13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)	BI01010001010000000000000515BI0100001124	50.939	sqm
13	1.012	13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer	BI01010001010000000000000515BI0100001125	50.939	sqm
14	1.013	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	BI01010001010000000000000515BI0100001126	50.939	sqm
15	1.014	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	BI01010001010000000000000515BI0100001127	661.52	kg
16	1.015	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	BI01010001010000000000000515BI0100001128	22.051	sqm
17	1.016	od1246438/2021_2022 : Provision for water quality test	BI01010001010000000000000515BI0100001129	1	no
18	1.017	od1246439/2021_2022 : Testing the water taken from the borewell to know the probability and yield and providing certificate from the authorised laboratory by ground water development	BI01010001010000000000000515BI0100001130	1	each
19	2	PUMP HOUSE	BI01010001010000000000000515BI0100001131
20	2.001	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	BI01010001010000000000000515BI0100001132	2.808	cum
21	2.002	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	BI01010001010000000000000515BI0100001133	2.808	cum
22	2.003	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)	BI01010001010000000000000515BI0100001134	1.053	cum
23	2.004	5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	BI01010001010000000000000515BI0100001135	1.56	sqm
24	2.005	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	BI01010001010000000000000515BI0100001136	0.351	cum
25	2.006	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.	BI01010001010000000000000515BI0100001137	1.013	cum
26	2.007	11.3.1 : Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate	BI01010001010000000000000515BI0100001138	4	sqm
27	2.008	50.6.2.1 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete	BI01010001010000000000000515BI0100001139	2.507	cum
28	2.009	5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	BI01010001010000000000000515BI0100001140	10.24	sqm
29	2.01	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	BI01010001010000000000000515BI0100001141	110.43	kg
30	2.011	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).	BI01010001010000000000000515BI0100001142	1.227	cum
31	2.012	13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)	BI01010001010000000000000515BI0100001143	38.72	sqm
32	2.013	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	BI01010001010000000000000515BI0100001144	10.96	sqm
33	2.014	13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)	BI01010001010000000000000515BI0100001145	12.25	sqm
34	2.015	13.28.4 : 12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand) :Moulded Band	BI01010001010000000000000515BI0100001146	42	per meter per cm
35	2.016	13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer	BI01010001010000000000000515BI0100001147	48.33	sqm
36	2.017	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	BI01010001010000000000000515BI0100001148	48.33	sqm
37	2.018	10.5.1 : Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces	BI01010001010000000000000515BI0100001149	2.43	sqm
38	2.019	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	BI01010001010000000000000515BI0100001150	5.805	sqm
39	3	RCC WATER TANK	BI01010001010000000000000515BI0100001151
40	3.001	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	BI01010001010000000000000515BI0100001152	32.491	cum
41	3.002	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)	BI01010001010000000000000515BI0100001153	6.498	cum
42	3.003	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	BI01010001010000000000000515BI0100001154	25.992	cum
43	3.004	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)	BI01010001010000000000000515BI0100001155	16.246	cum
44	3.005	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	BI01010001010000000000000515BI0100001156	1858.78	kg
45	3.006	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.	BI01010001010000000000000515BI0100001157	108.56	sqm
46	3.007	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).	BI01010001010000000000000515BI0100001158	17.466	cum
47	3.008	13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)	BI01010001010000000000000515BI0100001159	75	sqm
48	3.009	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	BI01010001010000000000000515BI0100001160	65.81	sqm
49	3.01	50.10.1 : Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete	BI01010001010000000000000515BI0100001161	234.24	kg
50	3.011	50.10.2 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete	BI01010001010000000000000515BI0100001162	184.32	kg
51	3.012	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.	BI01010001010000000000000515BI0100001163	52.272	sqm
52	3.013	od1241762/2021_2022 : Ridge capining with pre painted galvanized steel sheets 0.5mm thick, 60cm wide including all cost and materials. conveyance, labour charges etc. complete.	BI01010001010000000000000515BI0100001164	6.6	metre
53	3.014	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	BI01010001010000000000000515BI0100001165	20.928	sqm
54	3.015	13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer	BI01010001010000000000000515BI0100001166	65.81	sqm
55	3.016	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	BI01010001010000000000000515BI0100001167	65.81	sqm
56	4	PIPE LINE	BI01010001010000000000000515BI0100001168
57	4.001	od1239959/2021_2022 : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to .8 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:&lt;br&gt;All kinds of soil&lt;br&gt;Pipes, cables etc, not exceeding 80 mm dia	BI01010001010000000000000515BI0100001169	765	cum
58	4.002	od1240996/2021_2022 : Supplying and fixing PVC pipe 75 mm 10 kgf/cm2 including specials from the stacking place at the site with solvent cement etc lowering in the trench already made placing in position , aligning the pipe line to the line and level joining the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure including higher charge for all tools testing equipments cost and conveyance of water etc completely.	BI01010001010000000000000515BI0100001170	2250	metre
59	4.003	18.12.7 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore	BI01010001010000000000000515BI0100001171	350	metre
60	4.004	od1240027/2021_2022 : Supplying and fixing PVC pipe of 63mm 6kg including specials from the stacking from place at site with solvent cement etc.... lovering in to the trenches already made placing in position aligning the pipe line to the line and level jointing the pipe and specials with solvent cement and testing the pipe line with water to the required test pressure including hire charges for all tools testing equipment cost and conveyances of water etc.....<br>	BI01010001010000000000000515BI0100001172	1800	metre
61	4.005	18.12.6 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore	BI01010001010000000000000515BI0100001173	350	metre
62	4.006	18.7.6 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall50 mm nominal outer dia pipes	BI01010001010000000000000515BI0100001174	2	metre
63	4.007	od1240044/2021_2022 : Providing and fixing PVC Ball cock of approved quality, colour and make complete<br>50 mm nominal bore,	BI01010001010000000000000515BI0100001175	15	each
64	4.008	18.19.4.1 : Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominal boreHorizontal	BI01010001010000000000000515BI0100001176	2	each
65	4.009	18.19.5.1 : Providing and fixing gun metal non-return valve of approved quality (screwed end):65 mm nominal boreHorizontal	BI01010001010000000000000515BI0100001177	2	each
66	4.01	16.42 : Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete	BI01010001010000000000000515BI0100001178	4.5	cum

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Kidayipadam Drinking Water Supply Scheme Open Well , Pump House , Tank, Velur Grama Panchayat-Kerala

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Work Name:VELUR GP 2020-21 Kidayipadam Drinking Water Supply Scheme. (Pro.309/21)
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	OPEN WELL	BI01010001010000000000000515BI0100001113
2	1.001	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	BI01010001010000000000000515BI0100001114	93.47	cum
3	1.002	2.7.1 : 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.Ordinary rock	BI01010001010000000000000515BI0100001115	186.94	cum
4	1.003	2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil	BI01010001010000000000000515BI0100001116	46.735	cum
5	1.004	2.26.2 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock	BI01010001010000000000000515BI0100001117	654.29	cum
6	1.005	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	BI01010001010000000000000515BI0100001118	250	hour
7	1.006	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	0.98	cum
8	1.007	5.7 : Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) : 3 graded stone aggregate 20 mm nominal size)	BI01010001010000000000000515BI0100001120	35.27	cum
9	1.008	5.9.12 : Centering and shuttering including strutting, etc. and removal of form for:Well steining	BI01010001010000000000000515BI0100001121	342.888	sqm
10	1.009	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	2116.2	kilogram
11	1.01	od1244132/2021_2022 : Supplying & Back filling of openwell using 40mm & 20mm metal	BI01010001010000000000000515BI0100001123	73.123	cum
12	1.011	13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)	BI01010001010000000000000515BI0100001124	50.939	sqm
13	1.012	13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer	BI01010001010000000000000515BI0100001125	50.939	sqm
14	1.013	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	BI01010001010000000000000515BI0100001126	50.939	sqm
15	1.014	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	BI01010001010000000000000515BI0100001127	661.52	kg
16	1.015	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	BI01010001010000000000000515BI0100001128	22.051	sqm
17	1.016	od1246438/2021_2022 : Provision for water quality test	BI01010001010000000000000515BI0100001129	1	no
18	1.017	od1246439/2021_2022 : Testing the water taken from the borewell to know the probability and yield and providing certificate from the authorised laboratory by ground water development	BI01010001010000000000000515BI0100001130	1	each
19	2	PUMP HOUSE	BI01010001010000000000000515BI0100001131
20	2.001	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	BI01010001010000000000000515BI0100001132	2.808	cum
21	2.002	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	BI01010001010000000000000515BI0100001133	2.808	cum
22	2.003	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)	BI01010001010000000000000515BI0100001134	1.053	cum
23	2.004	5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete	BI01010001010000000000000515BI0100001135	1.56	sqm
24	2.005	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	BI01010001010000000000000515BI0100001136	0.351	cum
25	2.006	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.	BI01010001010000000000000515BI0100001137	1.013	cum
26	2.007	11.3.1 : Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate	BI01010001010000000000000515BI0100001138	4	sqm
27	2.008	50.6.2.1 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete	BI01010001010000000000000515BI0100001139	2.507	cum
28	2.009	5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform	BI01010001010000000000000515BI0100001140	10.24	sqm
29	2.01	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	BI01010001010000000000000515BI0100001141	110.43	kg
30	2.011	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).	BI01010001010000000000000515BI0100001142	1.227	cum
31	2.012	13.4.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)	BI01010001010000000000000515BI0100001143	38.72	sqm
32	2.013	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	BI01010001010000000000000515BI0100001144	10.96	sqm
33	2.014	13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)	BI01010001010000000000000515BI0100001145	12.25	sqm
34	2.015	13.28.4 : 12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand) :Moulded Band	BI01010001010000000000000515BI0100001146	42	per meter per cm
35	2.016	13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer	BI01010001010000000000000515BI0100001147	48.33	sqm
36	2.017	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	BI01010001010000000000000515BI0100001148	48.33	sqm
37	2.018	10.5.1 : Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using M.S. angels 40x40x6 mm for diagonal braces	BI01010001010000000000000515BI0100001149	2.43	sqm
38	2.019	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	BI01010001010000000000000515BI0100001150	5.805	sqm
39	3	RCC WATER TANK	BI01010001010000000000000515BI0100001151
40	3.001	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	BI01010001010000000000000515BI0100001152	32.491	cum
41	3.002	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)	BI01010001010000000000000515BI0100001153	6.498	cum
42	3.003	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	BI01010001010000000000000515BI0100001154	25.992	cum
43	3.004	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)	BI01010001010000000000000515BI0100001155	16.246	cum
44	3.005	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	BI01010001010000000000000515BI0100001156	1858.78	kg
45	3.006	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.	BI01010001010000000000000515BI0100001157	108.56	sqm
46	3.007	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).	BI01010001010000000000000515BI0100001158	17.466	cum
47	3.008	13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)	BI01010001010000000000000515BI0100001159	75	sqm
48	3.009	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	BI01010001010000000000000515BI0100001160	65.81	sqm
49	3.01	50.10.1 : Steel work in built up G I tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting,fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete	BI01010001010000000000000515BI0100001161	234.24	kg
50	3.011	50.10.2 : Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete	BI01010001010000000000000515BI0100001162	184.32	kg
51	3.012	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.	BI01010001010000000000000515BI0100001163	52.272	sqm
52	3.013	od1241762/2021_2022 : Ridge capining with pre painted galvanized steel sheets 0.5mm thick, 60cm wide including all cost and materials. conveyance, labour charges etc. complete.	BI01010001010000000000000515BI0100001164	6.6	metre
53	3.014	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	BI01010001010000000000000515BI0100001165	20.928	sqm
54	3.015	13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer	BI01010001010000000000000515BI0100001166	65.81	sqm
55	3.016	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	BI01010001010000000000000515BI0100001167	65.81	sqm
56	4	PIPE LINE	BI01010001010000000000000515BI0100001168
57	4.001	od1239959/2021_2022 : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to .8 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:&lt;br&gt;All kinds of soil&lt;br&gt;Pipes, cables etc, not exceeding 80 mm dia	BI01010001010000000000000515BI0100001169	765	cum
58	4.002	od1240996/2021_2022 : Supplying and fixing PVC pipe 75 mm 10 kgf/cm2 including specials from the stacking place at the site with solvent cement etc lowering in the trench already made placing in position , aligning the pipe line to the line and level joining the pipes and specials with solvent cement and testing the pipe line with water to the required test pressure including higher charge for all tools testing equipments cost and conveyance of water etc completely.	BI01010001010000000000000515BI0100001170	2250	metre
59	4.003	18.12.7 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work65 mm dia nominal bore	BI01010001010000000000000515BI0100001171	350	metre
60	4.004	od1240027/2021_2022 : Supplying and fixing PVC pipe of 63mm 6kg including specials from the stacking from place at site with solvent cement etc.... lovering in to the trenches already made placing in position aligning the pipe line to the line and level jointing the pipe and specials with solvent cement and testing the pipe line with water to the required test pressure including hire charges for all tools testing equipment cost and conveyances of water etc.....<br>	BI01010001010000000000000515BI0100001172	1800	metre
61	4.005	18.12.6 : Providing and fixing G.I. pipes complete with G.I fittings including trenching and refilling etc. External work50 mm dia nominal bore	BI01010001010000000000000515BI0100001173	350	metre
62	4.006	18.7.6 : Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer -in-Charge. Internal work - Exposed on wall50 mm nominal outer dia pipes	BI01010001010000000000000515BI0100001174	2	metre
63	4.007	od1240044/2021_2022 : Providing and fixing PVC Ball cock of approved quality, colour and make complete<br>50 mm nominal bore,	BI01010001010000000000000515BI0100001175	15	each
64	4.008	18.19.4.1 : Providing and fixing gun metal non-return valve of approved quality (screwed end):50 mm nominal boreHorizontal	BI01010001010000000000000515BI0100001176	2	each
65	4.009	18.19.5.1 : Providing and fixing gun metal non-return valve of approved quality (screwed end):65 mm nominal boreHorizontal	BI01010001010000000000000515BI0100001177	2	each
66	4.01	16.42 : Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size ) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete	BI01010001010000000000000515BI0100001178	4.5	cum

Kidayipadam Drinking Water Supply Scheme Open Well , Pump House , Tank, Velur Grama Panchayat-Kerala

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