Construction Of Mini Stadium At Village Dubauli , Chauri-Chaura Distt- Gorkhpur, Village-Dubauli Chauri-Chaura Distt-Gorkhpur-Uttar Pradesh

TDR : 25046837

Tender Notice
BOQ

Expired

Village-Dubauli Chauri-Chaura Distt-Gorkhpur , Uttar Pradesh

Tender Brief : Construction Of Mini Stadium At Village Dubauli , Chauri-Chaura Distt- Gorkhpur

Document Fees
₹ 4720 /-

EMD
Refer document

Tender Value
₹ 97.62 Lakhs /-

Submission Date
13-08-2020

Competition Type
Indian

Bidding Type
Tender

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Name of Work: Construction of Mini Stadium at Village Dubauli, Chauri-Chaura Distt Gorakhpur
1	1	Main Building Civil Works	BI01010001010000000000000515BI0100001112
2	2	Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches.	BI01010001010000000000000515BI0100001113	311.06	CUM
3	3	Filling of carted earth.	BI01010001010000000000000515BI0100001114	1195.36	CUM
4	4	Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work.	BI01010001010000000000000515BI0100001115	125.37	CUM
5	5	Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.	BI01010001010000000000000515BI0100001116	41.31	CUM
6	6	Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground.floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm.	BI01010001010000000000000515BI0100001117	804.08	SQM
7	7	M-150 brick work in 1:6 (one cement and six coarse sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.	BI01010001010000000000000515BI0100001118	127.23	CUM
8	8	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate\n12.5mm nominal size)	BI01010001010000000000000515BI0100001119	38.26	SQM
9	9	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.	BI01010001010000000000000515BI0100001120	38.26	SQM
10	10	Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand)	BI01010001010000000000000515BI0100001121
11	11	Ground Floor	BI01010001010000000000000515BI0100001122	105.71	CUM
12	12	First Floor	BI01010001010000000000000515BI0100001123	92.77	CUM
13	13	Same as in item no. 9 but in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work.	BI01010001010000000000000515BI0100001113
14	14	Ground Floor	BI01010001010000000000000515BI0100001114	2.86	CUM
15	15	First Floor	BI01010001010000000000000515BI0100001115	5.68	CUM
16	16	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in FOOTING excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20.	BI01010001010000000000000515BI0100001116	92.8	CUM
17	17	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in BEAM excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20.	BI01010001010000000000000515BI0100001117	46.2	CUM
18	18	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200.	BI01010001010000000000000515BI0100001118	6.51	CUM
19	19	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in COLUMN excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20.	BI01010001010000000000000515BI0100001119	57.3	CUM
20	20	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in SLAB excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20.	BI01010001010000000000000515BI0100001120	40.88	CUM
21	21	P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.	BI01010001010000000000000515BI0100001121	389.38	QTL.
22	22	Plinth plaster 15 mm cement plaster on rough side of single or half brick wall of mix: (1 cement :4 coarse sand)	BI01010001010000000000000515BI0100001122	58.32	SQM
23	23	15 mm cement plaster (Interior surface) in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 fine sand	BI01010001010000000000000515BI0100001123
24	24	Ground Floor	BI01010001010000000000000515BI0100001113	660.65	SQM
25	25	12mm cement plaster(outer side) in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 fine sand. (G.F.)	BI01010001010000000000000515BI0100001114	580.85	SQM
26	26	Making grooves 10 to 12 X 12mm and upto 25 X 15 mm deep in plaster of the walls or in ceiling vertically or horizontally as required. (G.F.)	BI01010001010000000000000515BI0100001115	261.15	RM
27	27	Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.	BI01010001010000000000000515BI0100001116
28	28	Hold fast for chaukhats of doors/windows.	BI01010001010000000000000515BI0100001117	187.2	KG
29	29	Door / windows & Staircase grill.	BI01010001010000000000000515BI0100001118	1303.95	KG
30	30	Z-Section windows (Openable)	BI01010001010000000000000515BI0100001119	1629.95	KG
31	31	Angle iron door chaukhat 40405	BI01010001010000000000000515BI0100001120	541.8	KG
32	32	Fixing of Door, windows/ventilators chaukhats in position.	BI01010001010000000000000515BI0100001121
33	33	(a) Door chaukhats	BI01010001010000000000000515BI0100001122	35	NOS
34	34	(b) Window chaukhats	BI01010001010000000000000515BI0100001123	12	NOS
35	35	(c) Ventilator chaukhats	BI01010001010000000000000515BI0100001113	27	NOS
36	36	Boundary Wall (356.00 Mtr)	BI01010001010000000000000515BI0100001114
37	37	Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand)including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m.	BI01010001010000000000000515BI0100001115	252.05	CUM
38	38	Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form-work,in foundation and floors.	BI01010001010000000000000515BI0100001116	32.75	CUM
39	39	R.c.c. work with cement approved coarse sand and 2 cm. (3/4\") guage approved stone ballast in the proportion 1:1.5:3 in BEAM and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc,required for proper completion of the works.strength of the concrete shall not be less than M-150.	BI01010001010000000000000515BI0100001117	33.46	CUM
40	40	As in item 3 above but in R.C.C. columns in (Using 1:1.5:3 Mix concrete).	BI01010001010000000000000515BI0100001118	31.61	CUM
41	41	R.c.c. work with cement approved coarse sand and 2 cm. (3/4\") guage approved stone ballast in the proportion 1:1.5:3 in foundation	BI01010001010000000000000515BI0100001119	42.29	CUM
42	42	Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work bending for proper shap as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured.	BI01010001010000000000000515BI0100001120	147.81	QTL.
43	43	M-150 Brick work inFoundation in 1:6 cement and coarse sand mortar necessary cutting & moulding of brick as required thickness of walls 115 mm thick. including supply of all material labour, Tools & Plants etc.required for proper completion of the work	BI01010001010000000000000515BI0100001121	55.82	CUM
44	44	M-150 Brick work in Super Structure in 1:6 cement and coarse sand mortar necessary cutting & moulding of brick as required thickness of walls 115 mm thick. including supply of all material labour, Tools & Plants etc.required for proper completion of the work	BI01010001010000000000000515BI0100001122	63.23	CUM
45	45	12 mm cement plaster in single coat on fair side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1)1 cement:6 fine sand 1.25 F.M.	BI01010001010000000000000515BI0100001123	1363.48	SQM
46	46	Finishing walls with water-proofing on cement paint of approved make such as super snowcem,durrocem,robiacem,guttucem supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white after thoroughly brushing the surface to powdered materials including curing and cost of all materials.	BI01010001010000000000000515BI0100001113	1441.8	SQM
47	47	Mild steel or iron work in heavy sizes such as trusses built up gates, door frames, record racks, roof work gates etc. wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.	BI01010001010000000000000515BI0100001114	4363.85	KG
48	48	Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work.	BI01010001010000000000000515BI0100001115	145.53	SQM
49	49	M.S. Gate 6.00 Mtr Wide	BI01010001010000000000000515BI0100001116
50	50	Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand)including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m.	BI01010001010000000000000515BI0100001117	3.888	CUM
51	51	Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form-work,in foundation and floors.	BI01010001010000000000000515BI0100001118	0.324	CUM
52	52	R.c.c. work with cement approved coarse sand and 2 cm. (3/4\") guage approved stone ballast in the proportion 1:1.5:3 in BEAM and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc,required for proper completion of the works.strength of the concrete shall not be less than M-150.	BI01010001010000000000000515BI0100001119	1.863	CUM
53	53	As in item 3 above but in R.C.C. columns in (Using 1:1.5:3 Mix concrete).	BI01010001010000000000000515BI0100001120	1.62	CUM
54	54	R.c.c. work with cement approved coarse sand and 2 cm. (3/4\") guage approved stone ballast in the proportion 1:1.5:3 in foundation	BI01010001010000000000000515BI0100001121	1.037	CUM
55	55	Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work bending for proper shap as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured.	BI01010001010000000000000515BI0100001122	7.968	QTL.
56	56	Mild steel or iron work in heavy sizes such as trusses built up gates, door frames, record racks, roof work gates etc. wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.	BI01010001010000000000000515BI0100001123	945	KG
57	57	Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work.	BI01010001010000000000000515BI0100001113	25.2	SQM
58	58	12 mm cement plaster in single coat on fair side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1)1 cement:6 fine sand 1.25 F.M.	BI01010001010000000000000515BI0100001114	29.85	SQM
59	59	Finishing walls with water-proofing on cement paint of approved make such as super snowcem,durrocem,robiacem,guttucem supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white after thoroughly brushing the surface to powdered materials including curing and cost of all materials.	BI01010001010000000000000515BI0100001115	29.85	SQM
60	60	CONSTRUCTION OF TUBE WELL	BI01010001010000000000000515BI0100001116
61	61	Drilling of 200 mm dia bore hole.	BI01010001010000000000000515BI0100001117	50	metre
62	62	Supply of 125 mm dia MS pipe as per IS1239	BI01010001010000000000000515BI0100001118	40	metre
63	63	Supply of 125 mm dia slotted MS pipe	BI01010001010000000000000515BI0100001119	10	metre
64	64	Supply and fixing of nylon jali around the slotted pipes complete as required.	BI01010001010000000000000515BI0100001120	1	Job
65	65	Providing and packing of coarse sand / pea gravel around the pipe	BI01010001010000000000000515BI0100001121	1	job
66	66	Transport of boring tools other required equipements and installation at site.	BI01010001010000000000000515BI0100001122	1	Job
67	67	Supply of submersible pump of make KSB (Cora) for 200 lit/min	BI01010001010000000000000515BI0100001123	1	Set
68	68	Providing 3 core PVC insulated submersible cable. (from pump panel to submersible pump)	BI01010001010000000000000515BI0100001113	40	metre
69	69	Providing and fixing 65 mm dia. G.I. pipe complete with fittings and clamps including cutting and making good the wall etc. (from submersible pump to ground level)	BI01010001010000000000000515BI0100001114	40	metre
70	70	Providing and fixing 65 mm dia. brass gate valve with CI wheel of approved quality.	BI01010001010000000000000515BI0100001115	1	No
71	71	Lowering of 125 mm dia MS pipe in bore hole including cutting, jointing etc complete.	BI01010001010000000000000515BI0100001116	50	metre
72	72	Supply and fixing of tube well accessories i.e. well cap, clips, clamps, etc. to complete the job in all respect.	BI01010001010000000000000515BI0100001117	1	Job
73	73	Fixing, testing and commissioning for erection and lowering of submersible pump, 65 mm dia GI column pipe, 3 core submersible copper cable upto the control panel, supporting clamps, cable clips, pressure gauge, connection line and all other accessories required for the proper completion of the works	BI01010001010000000000000515BI0100001118	1	Job
74	74	Testing and development of tube well.	BI01010001010000000000000515BI0100001119	1	Job
75	75	Testing and development of tube well.	BI01010001010000000000000515BI0100001120	1	Nos
76	76	G.S.T. will be paid extra as per applicable against G.S.T. notification.	BI01010001010000000000000515BI0100001129

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Construction Of Mini Stadium At Village Dubauli , Chauri-Chaura Distt- Gorkhpur, Village-Dubauli Chauri-Chaura Distt-Gorkhpur-Uttar Pradesh

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Name of Work: Construction of Mini Stadium at Village Dubauli, Chauri-Chaura Distt Gorakhpur
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	Main Building Civil Works	BI01010001010000000000000515BI0100001112
2	2	Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches.	BI01010001010000000000000515BI0100001113	311.06	CUM
3	3	Filling of carted earth.	BI01010001010000000000000515BI0100001114	1195.36	CUM
4	4	Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work.	BI01010001010000000000000515BI0100001115	125.37	CUM
5	5	Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.	BI01010001010000000000000515BI0100001116	41.31	CUM
6	6	Providing and injecting chemical emulsion for preconstructional antitermite treatment and creating a chemical barrier under and around the column pits wall trenches basement excavation top surface if plinth filling junction of wall and floor, along the the external perimeter of binding expansion joints, surrounding of pipes and conduits etc, complete (plinth area of the building at ground.floor only shall be measured as per I.S.6313(PartII 1981)Alderine emulsifiable concentrate or any other approved material such as Heptrachlor or Chlordane will be used. The rate of application of chemical emulsion shall be as follows : (1)Treatment for masonary & foundation 5 liters per sqm. (2) Back fill in immediate contact with foundation 7.5 liters/sqm (3) Treatment of top surface of plinth filling 5 liters/sqm (4) Treatment of soil along external perimeter of building 7.5 liters/sqm. (5) Treatment of soil under apron along external perimter 5 liters/sqm.	BI01010001010000000000000515BI0100001117	804.08	SQM
7	7	M-150 brick work in 1:6 (one cement and six coarse sand of 2.25 fineness modulus) mortar in foundation & plinth including supply of all materials, labour and T & P etc required for proper completion of the work.	BI01010001010000000000000515BI0100001118	127.23	CUM
8	8	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate\n12.5mm nominal size)	BI01010001010000000000000515BI0100001119	38.26	SQM
9	9	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.	BI01010001010000000000000515BI0100001120	38.26	SQM
10	10	Brick work in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of bricks as required and also including honey comb brick work thickness of wall not to be less than 1.5 brick thick. (1:6 cement & coarse sand)	BI01010001010000000000000515BI0100001121
11	11	Ground Floor	BI01010001010000000000000515BI0100001122	105.71	CUM
12	12	First Floor	BI01010001010000000000000515BI0100001123	92.77	CUM
13	13	Same as in item no. 9 but in 1:4 cement and coarse sand mortar in superstructure for wall thickness 12 cms & below brick work.	BI01010001010000000000000515BI0100001113
14	14	Ground Floor	BI01010001010000000000000515BI0100001114	2.86	CUM
15	15	First Floor	BI01010001010000000000000515BI0100001115	5.68	CUM
16	16	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in FOOTING excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20.	BI01010001010000000000000515BI0100001116	92.8	CUM
17	17	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in BEAM excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20.	BI01010001010000000000000515BI0100001117	46.2	CUM
18	18	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in lintels of doors and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-200.	BI01010001010000000000000515BI0100001118	6.51	CUM
19	19	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in COLUMN excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20.	BI01010001010000000000000515BI0100001119	57.3	CUM
20	20	R.C.C. work with cement approved coarse sand and 20 mm. guage approved stone grit im the proportion of 1:1.5:3 in SLAB excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc, required for proper completion of the works. strength of the concrete shall not beless than M-20.	BI01010001010000000000000515BI0100001120	40.88	CUM
21	21	P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.	BI01010001010000000000000515BI0100001121	389.38	QTL.
22	22	Plinth plaster 15 mm cement plaster on rough side of single or half brick wall of mix: (1 cement :4 coarse sand)	BI01010001010000000000000515BI0100001122	58.32	SQM
23	23	15 mm cement plaster (Interior surface) in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 fine sand	BI01010001010000000000000515BI0100001123
24	24	Ground Floor	BI01010001010000000000000515BI0100001113	660.65	SQM
25	25	12mm cement plaster(outer side) in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or rounded angles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 fine sand. (G.F.)	BI01010001010000000000000515BI0100001114	580.85	SQM
26	26	Making grooves 10 to 12 X 12mm and upto 25 X 15 mm deep in plaster of the walls or in ceiling vertically or horizontally as required. (G.F.)	BI01010001010000000000000515BI0100001115	261.15	RM
27	27	Mild steel or iron work of small sizes and sections such as holding down bolts, hold fast tierods,gratings etc. ( when not included in an over all rates) wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.	BI01010001010000000000000515BI0100001116
28	28	Hold fast for chaukhats of doors/windows.	BI01010001010000000000000515BI0100001117	187.2	KG
29	29	Door / windows & Staircase grill.	BI01010001010000000000000515BI0100001118	1303.95	KG
30	30	Z-Section windows (Openable)	BI01010001010000000000000515BI0100001119	1629.95	KG
31	31	Angle iron door chaukhat 40405	BI01010001010000000000000515BI0100001120	541.8	KG
32	32	Fixing of Door, windows/ventilators chaukhats in position.	BI01010001010000000000000515BI0100001121
33	33	(a) Door chaukhats	BI01010001010000000000000515BI0100001122	35	NOS
34	34	(b) Window chaukhats	BI01010001010000000000000515BI0100001123	12	NOS
35	35	(c) Ventilator chaukhats	BI01010001010000000000000515BI0100001113	27	NOS
36	36	Boundary Wall (356.00 Mtr)	BI01010001010000000000000515BI0100001114
37	37	Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand)including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m.	BI01010001010000000000000515BI0100001115	252.05	CUM
38	38	Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form-work,in foundation and floors.	BI01010001010000000000000515BI0100001116	32.75	CUM
39	39	R.c.c. work with cement approved coarse sand and 2 cm. (3/4\") guage approved stone ballast in the proportion 1:1.5:3 in BEAM and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc,required for proper completion of the works.strength of the concrete shall not be less than M-150.	BI01010001010000000000000515BI0100001117	33.46	CUM
40	40	As in item 3 above but in R.C.C. columns in (Using 1:1.5:3 Mix concrete).	BI01010001010000000000000515BI0100001118	31.61	CUM
41	41	R.c.c. work with cement approved coarse sand and 2 cm. (3/4\") guage approved stone ballast in the proportion 1:1.5:3 in foundation	BI01010001010000000000000515BI0100001119	42.29	CUM
42	42	Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work bending for proper shap as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured.	BI01010001010000000000000515BI0100001120	147.81	QTL.
43	43	M-150 Brick work inFoundation in 1:6 cement and coarse sand mortar necessary cutting & moulding of brick as required thickness of walls 115 mm thick. including supply of all material labour, Tools & Plants etc.required for proper completion of the work	BI01010001010000000000000515BI0100001121	55.82	CUM
44	44	M-150 Brick work in Super Structure in 1:6 cement and coarse sand mortar necessary cutting & moulding of brick as required thickness of walls 115 mm thick. including supply of all material labour, Tools & Plants etc.required for proper completion of the work	BI01010001010000000000000515BI0100001122	63.23	CUM
45	45	12 mm cement plaster in single coat on fair side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1)1 cement:6 fine sand 1.25 F.M.	BI01010001010000000000000515BI0100001123	1363.48	SQM
46	46	Finishing walls with water-proofing on cement paint of approved make such as super snowcem,durrocem,robiacem,guttucem supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white after thoroughly brushing the surface to powdered materials including curing and cost of all materials.	BI01010001010000000000000515BI0100001113	1441.8	SQM
47	47	Mild steel or iron work in heavy sizes such as trusses built up gates, door frames, record racks, roof work gates etc. wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.	BI01010001010000000000000515BI0100001114	4363.85	KG
48	48	Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work.	BI01010001010000000000000515BI0100001115	145.53	SQM
49	49	M.S. Gate 6.00 Mtr Wide	BI01010001010000000000000515BI0100001116
50	50	Earth work in exacavation in trenches for foundations and for pipes cables etc. in ordinary soil(loam clay or sand)including lift upto 1.5 m and dressing of sides and ramming of bottom sand disposal of surplus excavated earth as directed by the Engineer i/c with in a lead of 50m.	BI01010001010000000000000515BI0100001117	3.888	CUM
51	51	Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) and curing complete,including cost of form-work,in foundation and floors.	BI01010001010000000000000515BI0100001118	0.324	CUM
52	52	R.c.c. work with cement approved coarse sand and 2 cm. (3/4\") guage approved stone ballast in the proportion 1:1.5:3 in BEAM and windows excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and including necessary centering and shuttering etc.and also including supply of all materials, labour and tools and plants etc,required for proper completion of the works.strength of the concrete shall not be less than M-150.	BI01010001010000000000000515BI0100001119	1.863	CUM
53	53	As in item 3 above but in R.C.C. columns in (Using 1:1.5:3 Mix concrete).	BI01010001010000000000000515BI0100001120	1.62	CUM
54	54	R.c.c. work with cement approved coarse sand and 2 cm. (3/4\") guage approved stone ballast in the proportion 1:1.5:3 in foundation	BI01010001010000000000000515BI0100001121	1.037	CUM
55	55	Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work bending for proper shap as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured.	BI01010001010000000000000515BI0100001122	7.968	QTL.
56	56	Mild steel or iron work in heavy sizes such as trusses built up gates, door frames, record racks, roof work gates etc. wrought to required from including supply of steel and its wastage including cost of bolts, nuts if required for and welding, grinding and making holes as required completion of work fabrication of holes doors, chaukhats nosing.	BI01010001010000000000000515BI0100001123	945	KG
57	57	Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3,Hi-gloss apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour tools and plants etc. required for proper completion of the work.	BI01010001010000000000000515BI0100001113	25.2	SQM
58	58	12 mm cement plaster in single coat on fair side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1)1 cement:6 fine sand 1.25 F.M.	BI01010001010000000000000515BI0100001114	29.85	SQM
59	59	Finishing walls with water-proofing on cement paint of approved make such as super snowcem,durrocem,robiacem,guttucem supercem quality and of required shade on undecorated wall surfaces (two coat) overone and including one coat white after thoroughly brushing the surface to powdered materials including curing and cost of all materials.	BI01010001010000000000000515BI0100001115	29.85	SQM
60	60	CONSTRUCTION OF TUBE WELL	BI01010001010000000000000515BI0100001116
61	61	Drilling of 200 mm dia bore hole.	BI01010001010000000000000515BI0100001117	50	metre
62	62	Supply of 125 mm dia MS pipe as per IS1239	BI01010001010000000000000515BI0100001118	40	metre
63	63	Supply of 125 mm dia slotted MS pipe	BI01010001010000000000000515BI0100001119	10	metre
64	64	Supply and fixing of nylon jali around the slotted pipes complete as required.	BI01010001010000000000000515BI0100001120	1	Job
65	65	Providing and packing of coarse sand / pea gravel around the pipe	BI01010001010000000000000515BI0100001121	1	job
66	66	Transport of boring tools other required equipements and installation at site.	BI01010001010000000000000515BI0100001122	1	Job
67	67	Supply of submersible pump of make KSB (Cora) for 200 lit/min	BI01010001010000000000000515BI0100001123	1	Set
68	68	Providing 3 core PVC insulated submersible cable. (from pump panel to submersible pump)	BI01010001010000000000000515BI0100001113	40	metre
69	69	Providing and fixing 65 mm dia. G.I. pipe complete with fittings and clamps including cutting and making good the wall etc. (from submersible pump to ground level)	BI01010001010000000000000515BI0100001114	40	metre
70	70	Providing and fixing 65 mm dia. brass gate valve with CI wheel of approved quality.	BI01010001010000000000000515BI0100001115	1	No
71	71	Lowering of 125 mm dia MS pipe in bore hole including cutting, jointing etc complete.	BI01010001010000000000000515BI0100001116	50	metre
72	72	Supply and fixing of tube well accessories i.e. well cap, clips, clamps, etc. to complete the job in all respect.	BI01010001010000000000000515BI0100001117	1	Job
73	73	Fixing, testing and commissioning for erection and lowering of submersible pump, 65 mm dia GI column pipe, 3 core submersible copper cable upto the control panel, supporting clamps, cable clips, pressure gauge, connection line and all other accessories required for the proper completion of the works	BI01010001010000000000000515BI0100001118	1	Job
74	74	Testing and development of tube well.	BI01010001010000000000000515BI0100001119	1	Job
75	75	Testing and development of tube well.	BI01010001010000000000000515BI0100001120	1	Nos
76	76	G.S.T. will be paid extra as per applicable against G.S.T. notification.	BI01010001010000000000000515BI0100001129

Construction Of Mini Stadium At Village Dubauli , Chauri-Chaura Distt- Gorkhpur, Village-Dubauli Chauri-Chaura Distt-Gorkhpur-Uttar Pradesh

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