Development Of Smart Sports Infrastructure In Madan Mohan Malviya Stadium And Surrounding Area Including O And M Services For A Period Of Five Years In Prayagraj City, Prayagraj-Uttar Pradesh

TDR : 27905688

Tender Notice
BOQ

Expired

Prayagraj , Uttar Pradesh

Tender Brief : Development Of Smart Sports Infrastructure In Madan Mohan Malviya Stadium And Surrounding Area Including O And M Services For A Period Of Five Years In Prayagraj City

Document Fees
₹ 5900 /-

EMD
₹ 1572000.0 /-

Tender Value
Refer document

Submission Date
04-06-2021

Competition Type
Indian

Bidding Type
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Name of Work: Developement of Smart Sports Infrastructure in Madan Mohan Malviya stadium and surrounding area managed by Sports Department, Prayagraj
1	1	Kushti arena	BI01010001010000000000000515BI0100001112
2	1.01	Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST	BI01010001010000000000000515BI0100001113	64.8	cum
3	1.02	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.	BI01010001010000000000000515BI0100001114	324	Sqm
4	1.03	Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:2:4 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST	BI01010001010000000000000515BI0100001115	32.4	cum
5	1.04	RCC work with cement approved coarse sand and 4cm gauge approved stone grit in proportions of 1:2:4 in raft foundations and footing excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, T&P etc required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra excluding GST	BI01010001010000000000000515BI0100001116	48.6	Sqm
6	1.05	M.S. (tor steel or plain) in palin work such as RCC or R.B work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorised overlapping shall be measured and including cost of binding wire. Excluding GST	BI01010001010000000000000515BI0100001117	4374	Kg
7	2	Basket Ball (32 X 19 m) - Synthetic	BI01010001010000000000000515BI0100001118
8	2.01	Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Basket Ball Court- 150 mm thick\nFor Drain	BI01010001010000000000000515BI0100001119	130.22	cum
9	2.02	Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Drain	BI01010001010000000000000515BI0100001120	6.63	cum
10	2.03	M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST \nFor Drain	BI01010001010000000000000515BI0100001121	16.065	cum
11	2.04	12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST\nFor Drain walls	BI01010001010000000000000515BI0100001122	142.8	Sqm
12	2.05	M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nFor MS Rectangular Flat Section (50 mm X 5 mm)-Drain Grating	BI01010001010000000000000515BI0100001123	2040	Kg
13	2.06	Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Basket Ball Court- 100 mm thick	BI01010001010000000000000515BI0100001124	60.8	cum
14	2.07	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.	BI01010001010000000000000515BI0100001125	1216	Sqm
15	2.08	Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Basket Ball Court - 30 mm	BI01010001010000000000000515BI0100001126	18.24	cum
16	2.09	Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Basket Ball Court - 20 mm	BI01010001010000000000000515BI0100001127	12.16	cum
17	2.1	Sports Surfaces\nSupply and Installation of Synthetic Acrylic 8 Layers Surface approved by ITF. \nIncluding Line Marking as per FIBA Specifications and Guidelines.	BI01010001010000000000000515BI0100001128	608	Sqm
18	2.11	Sports Accessories\nSupply and Installation of Fixed Basketball Post,Net as per FIBA Specifications and Guidelines.	BI01010001010000000000000515BI0100001129	1	Pair
19	3	Volley Ball Court (34 X 19 m) - 2 Nos	BI01010001010000000000000515BI0100001130
20	3.01	Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Volley Ball Court - 150 mm thick\nFor Drain	BI01010001010000000000000515BI0100001131	274.89	cum
21	3.02	Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Drain	BI01010001010000000000000515BI0100001132	13.78	cum
22	3.03	M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST \nFor Drain	BI01010001010000000000000515BI0100001133	33.39	cum
23	3.04	12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST\nFor Drain walls	BI01010001010000000000000515BI0100001134	296.8	Sqm
24	3.05	M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nFor MS Rectangular Flat Section (50 mm X 5 mm)-Drain Grating	BI01010001010000000000000515BI0100001135	4240	Kg
25	3.06	Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Volley Ball Court- 100 mm thick	BI01010001010000000000000515BI0100001136	129.2	cum
26	3.07	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\nFor Volley Ball Court	BI01010001010000000000000515BI0100001137	1292	Sqm
27	3.08	Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Volley Ball Court - 30 mm	BI01010001010000000000000515BI0100001138	38.76	cum
28	3.09	Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Volley Ball Court - 20 mm	BI01010001010000000000000515BI0100001139	25.84	cum
29	3.1	Sports Surfaces\nSupply and Installation of Synthetic Acrylic 8 Layers from FIFA Preferred producer With Line marking as per IVF guidelines.	BI01010001010000000000000515BI0100001140	1292	Sqm
30	3.11	Sports Accessories\nSupply and Installation of Fixed Volleyball Post,Net as per IVF Specifications and Guidelines.	BI01010001010000000000000515BI0100001141	2	Pair
31	4	Badminton Court - 2 Nos (16.4 X 8.5 m) - Synthetic	BI01010001010000000000000515BI0100001142
32	4.01	Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Badminton Court- 150 mm thick\nFor Drain	BI01010001010000000000000515BI0100001143	79.92	cum
33	4.02	Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Drain	BI01010001010000000000000515BI0100001144	6.474	cum
34	4.03	M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST \nFor Drain	BI01010001010000000000000515BI0100001145	15.687	cum
35	4.04	12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST\nFor Drain walls	BI01010001010000000000000515BI0100001146	139.44	Sqm
36	4.05	M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nFor MS Rectangular Flat Section (50 mm X 5 mm)-Drain Grating	BI01010001010000000000000515BI0100001147	1992	kg
37	4.06	Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Badminton Court- 100 mm thick	BI01010001010000000000000515BI0100001148	27.88	cum
38	4.07	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.	BI01010001010000000000000515BI0100001149	278.8	Sqm
39	4.08	Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Badminton Court- 30 mm thick	BI01010001010000000000000515BI0100001150	8.364	cum
40	4.09	Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Badminton Court- 20 mm thick	BI01010001010000000000000515BI0100001151	5.576	cum
41	4.1	Sports Surfaces\nSupply and Installation of Synthetic Acrylic 8 Layers Surface approved by ITF. \nIncluding Line Marking as per BWF Specifications and Guidelines.	BI01010001010000000000000515BI0100001152	278.8	sqm
42	4.11	Sports Accessories\nSupply and Installation of Removable Badminton Poles,Net as per BWF Specifications and Guidelines.	BI01010001010000000000000515BI0100001153	2	pair
43	5	HandBall Court (44 X 30 m) - 1 No	BI01010001010000000000000515BI0100001154
44	5.01	Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor HandBall Court - 150 mm thick\nFor Drain	BI01010001010000000000000515BI0100001155	254.61	cum
45	5.02	Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST	BI01010001010000000000000515BI0100001156	9.62	cum
46	5.03	M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST \nFor Drain	BI01010001010000000000000515BI0100001157	23.31	cum
47	5.04	12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST\nFor Drain walls	BI01010001010000000000000515BI0100001158	207.2	Sqm
48	5.05	M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nFor MS Rectangular Flat Section (50 mm X 5 mm)-Drain Grating	BI01010001010000000000000515BI0100001159	2960	kg
49	5.06	Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor HandBall Court - 100 mm thick	BI01010001010000000000000515BI0100001160	132	cum
50	5.07	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\nFor HandBall Court	BI01010001010000000000000515BI0100001161	2640	Sqm
51	5.08	Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor HandBall Court - 30 mm	BI01010001010000000000000515BI0100001162	39.6	cum
52	5.09	Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor HandBall Court - 20 mm	BI01010001010000000000000515BI0100001163	26.4	cum
53	5.1	Sports Surfaces\nSupply and Installation of Synthetic Acrylic 8 Layers Surface approved by ITF. \nIncluding Line Marking as per IHF Specifications and Guidelines.	BI01010001010000000000000515BI0100001164	1320	Sqm
54	5.11	Sports Accessories\nSupply and Installation of Moveable Handball Goal Post as per IHF Specifications and Guidelines.	BI01010001010000000000000515BI0100001165	1	Pair
55	6	Green Tennis Court - 1 No (30 X 15 m)	BI01010001010000000000000515BI0100001166
56	6.01	Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Tennis Court - 200 mm thick\nFor Drain	BI01010001010000000000000515BI0100001167	124.43	cum
57	6.02	Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Drain	BI01010001010000000000000515BI0100001168	5.85	cum
58	6.03	M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST \nFor Drain	BI01010001010000000000000515BI0100001169	14.175	cum
59	6.04	12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST\nFor Drain walls	BI01010001010000000000000515BI0100001170	126	Sqm
60	6.05	M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nFor MS Rectangular Flat Section (50 mm X 5 mm)-Drain Grating	BI01010001010000000000000515BI0100001171	1800	Kg
61	6.06	Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:2:4 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Tennis Court- 100 mm thick	BI01010001010000000000000515BI0100001172	45	cum
62	6.07	RCC work with cement approved coarse sand and 4cm gauge approved stone grit in proportions of 1:2:4 in raft foundations and footing excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, T&P etc required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra excluding GST\nFor Tennis Court- 100 mm thick	BI01010001010000000000000515BI0100001173	45	cum
63	6.08	M.S. (tor steel or plain) in palin work such as RCC or R.B work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorised overlapping shall be measured and including cost of binding wire. Excluding GST\nFor Tennis Court @ 90 kg/cum	BI01010001010000000000000515BI0100001174	4050	Kg
64	6.09	Sports Surfaces\nSupply and Installation of Synthetic Acrylic 8 Layers Surface approved by ITF. \nIncluding Line Marking as per ITF Specifications and Guidelines.	BI01010001010000000000000515BI0100001175	450	Sqm
65	6.1	Sports Accessories\nSupply and Installation of Removable Tennis Poles, Net as per ITF Specifications and Guidelines.	BI01010001010000000000000515BI0100001176	1	Pair
66	6.11	Orange Tennis Court - 2 Nos (25 X 15 m)	BI01010001010000000000000515BI0100001177
67	6.12	Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Tennis Court - 200 mm thick\nFor Drain	BI01010001010000000000000515BI0100001178	211.2	cum
68	6.13	Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Drain	BI01010001010000000000000515BI0100001179	10.4	cum
69	6.14	M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST \nFor Drain	BI01010001010000000000000515BI0100001180	25.2	cum
70	6.15	12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST\nFor Drain walls	BI01010001010000000000000515BI0100001181	224	Sqm
71	6.16	M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nFor MS Rectangular Flat Section (50 mm X 5 mm)-Drain Grating	BI01010001010000000000000515BI0100001182	3200	Kg
72	6.17	Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:2:4 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Tennis Court- 100 mm thick	BI01010001010000000000000515BI0100001183	75	cum
73	6.18	RCC work with cement approved coarse sand and 4cm gauge approved stone grit in proportions of 1:2:4 in raft foundations and footing excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, T&P etc required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra excluding GST\nFor Tennis Court- 100 mm thick	BI01010001010000000000000515BI0100001184	75	cum
74	6.19	M.S. (tor steel or plain) in palin work such as RCC or R.B work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorised overlapping shall be measured and including cost of binding wire. Excluding GST\nFor Tennis Court @ 90 kg/cum	BI01010001010000000000000515BI0100001185	6750	Kg
75	6.2	Sports Surfaces\nSupply and Installation of Synthetic Acrylic 8 Layers Surface approved by ITF. \nIncluding Line Marking as per ITF Specifications and Guidelines.	BI01010001010000000000000515BI0100001186	750	Sqm
76	6.21	Sports Accessories\nSupply and Installation of Removable Tennis Poles, Net as per ITF Specifications and Guidelines.	BI01010001010000000000000515BI0100001187	2	Pair
77	6.22	Red Tennis Court - 7 Nos (15 X 8 m)	BI01010001010000000000000515BI0100001188
78	6.23	Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Tennis Court - 200 mm thick\nFor Drain	BI01010001010000000000000515BI0100001189	291.17	cum
79	6.24	Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Drain	BI01010001010000000000000515BI0100001190	20.93	cum
80	6.25	M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST \nFor Drain	BI01010001010000000000000515BI0100001191	50.715	cum
81	6.26	12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST\nFor Drain walls	BI01010001010000000000000515BI0100001192	450.8	Sqm
82	6.27	M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nFor MS Rectangular Flat Section (50 mm X 5 mm)-Drain Grating	BI01010001010000000000000515BI0100001193	6440	Kg
83	6.28	Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:2:4 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Tennis Court- 100 mm thick	BI01010001010000000000000515BI0100001194	84	cum
84	6.29	RCC work with cement approved coarse sand and 4cm gauge approved stone grit in proportions of 1:2:4 in raft foundations and footing excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, T&P etc required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra excluding GST\nFor Tennis Court- 100 mm thick	BI01010001010000000000000515BI0100001195	84	cum
85	6.3	M.S. (tor steel or plain) in palin work such as RCC or R.B work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorised overlapping shall be measured and including cost of binding wire. Excluding GST\nFor Tennis Court @ 90 kg/cum	BI01010001010000000000000515BI0100001196	7560	Kg
86	6.31	Sports Surfaces\nSupply and Installation of Synthetic Acrylic 8 Layers Surface approved by ITF. \nIncluding Line Marking as per ITF Specifications and Guidelines.	BI01010001010000000000000515BI0100001197	840	Sqm
87	6.32	Sports Accessories\nSupply and Installation of Removable Tennis Poles, Net as per ITF Specifications and Guidelines.	BI01010001010000000000000515BI0100001198	7	Pair
88	7	Cricket Net Practice	BI01010001010000000000000515BI0100001199
89	7.01	Providing of 50mm G.I Pipe B Class Jindal/J.T.C make with G.I fittings ISI marked and clamps including making goodwalls ceiling and floor including supply of all materials, labour, T&P etc., required for proper completion of the work including supply of materials, labour, T&P etc., and other as directed by engineer-in-charge.\n50 mm G.I Vertical Pipes for Cricket Net Practice	BI01010001010000000000000515BI0100001200	75	Rmt
90	7.02	Fixing of 50mm G.I Pipe B Class Jindal/J.T.C make with G.I fittings ISI marked and clamps including making goodwalls ceiling and floor including supply of all materials, labour, T&P etc., required for proper completion of the work including supply of materials, labour, T&P etc., and other as directed by engineer-in-charge.\n50 mm G.I Vertical Pipes for Cricket Net Practice	BI01010001010000000000000515BI0100001201	75	Rmt
91	7.03	Providing of 40mm G.I Pipe B Class Jindal/J.T.C make with G.I fittings ISI marked and clamps including making goodwalls ceiling and floor including supply of all materials, labour, T&P etc., required for proper completion of the work including supply of materials, labour, T&P etc., and other as directed by engineer-in-charge.\n40 mm G.I Horizontal Pipes for Cricket Net Practice	BI01010001010000000000000515BI0100001202	30	Rmt
92	7.04	Fixing of 40mm G.I Pipe B Class Jindal/J.T.C make with G.I fittings ISI marked and clamps including making goodwalls ceiling and floor including supply of all materials, labour, T&P etc., required for proper completion of the work including supply of materials, labour, T&P etc., and other as directed by engineer-in-charge.\n40 mm G.I Horizontal Pipes for Cricket Net Practice	BI01010001010000000000000515BI0100001203	30	Rmt
93	7.05	Supply & fixing of Standard Cricket Practice knotted nets made from synthetic polymer (Polyethelene) having colour black/ green with mesh size of 50mm and twain diameter of 1.8mm to 2.00mm thick. Net should be UV stabilized and rot proof. Net will be fixed to GI poles with suitable clips and accessories etc complete as per directions of the Engineer-in-charge. Rate includes cost of net of standard size, required accessories, conveyance charges, labour charges for fixing, over heads & contractor's profit etc., complete.\nFor Sides of Cricket Net Practice \nFor Top Cricket Net Practice \nFor Back side Cricket Net Practice	BI01010001010000000000000515BI0100001204	622.88	sqm
94	8	Kho Kho Court	BI01010001010000000000000515BI0100001205
95	8.01	Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Kho Kho Court - 200 mm thick	BI01010001010000000000000515BI0100001206	93	cum
96	8.02	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.	BI01010001010000000000000515BI0100001207	620	sqm
97	8.03	Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:2:4 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Kho Kho Court - 200 mm thick	BI01010001010000000000000515BI0100001208	93	cum
98	8.04	Supply and fixing of Kho Kho Poles as per the specifications and as directed by the Engineer incharge.	BI01010001010000000000000515BI0100001209	1	pair
99	9	Shot Put Throwing Circle - 2 Nos	BI01010001010000000000000515BI0100001210
100	9.01	Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST	BI01010001010000000000000515BI0100001211	2.75	cum
101	9.02	Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST	BI01010001010000000000000515BI0100001212	0.11	cum
102	9.03	RCC work with cement approved coarse sand and 4cm gauge approved stone grit in proportions of 1:2:4 in raft foundations and footing excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, T&P etc required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra excluding GST	BI01010001010000000000000515BI0100001213	1.65	cum
103	9.04	M.S. (tor steel or plain) in palin work such as RCC or R.B work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorised overlapping shall be measured and including cost of binding wire. Excluding GST	BI01010001010000000000000515BI0100001214	297	Kg
104	10	Combined Discuss and Hammer Throw Cage - 1 Nos	BI01010001010000000000000515BI0100001215
105	10.01	Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST	BI01010001010000000000000515BI0100001216	1	cum
106	10.02	Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST	BI01010001010000000000000515BI0100001217	0.04	cum
107	10.03	RCC work with cement approved coarse sand and 4cm gauge approved stone grit in proportions of 1:2:4 in raft foundations and footing excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, T&P etc required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra excluding GST	BI01010001010000000000000515BI0100001218	0.6	cum
108	10.04	M.S. (tor steel or plain) in palin work such as RCC or R.B work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorised overlapping shall be measured and including cost of binding wire. Excluding GST	BI01010001010000000000000515BI0100001219	54	Kg
109	11	400 mts, 8 lane IAAF approved, Synthetic Athletic Track, FULL PUR System, minimum thickness of 15 mm	BI01010001010000000000000515BI0100001220
110	11.01	Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST	BI01010001010000000000000515BI0100001221	1817.2	cum
111	11.02	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.	BI01010001010000000000000515BI0100001222	4244	Sqm
112	11.03	Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.	BI01010001010000000000000515BI0100001223	848.8	cum
113	11.04	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.	BI01010001010000000000000515BI0100001224	8488	Sqm
114	11.05	Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Athletic Track - 50 mm	BI01010001010000000000000515BI0100001225	212.2	cum
115	11.06	Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Athletic Track - 30 mm	BI01010001010000000000000515BI0100001226	127.32	cum
116	11.07	Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Inner Drainage\nFor Outer Drainage	BI01010001010000000000000515BI0100001227	59.5	cum
117	11.08	RCC work with cement approved coarse sand and 4cm gauge approved stone grit in proportions of 1:2:4 in raft foundations and footing excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I Binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, T&P etc required for proper completion of the work including cost of binding wire. The rate excludes making of drip course which shall be paid extra excluding GST\nFor Drain raft and walls	BI01010001010000000000000515BI0100001228	193.38	cum
118	11.09	M.S. (tor steel or plain) in palin work such as RCC or R.B work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorised overlapping shall be measured and including cost of binding wire. Excluding GST\nFor drainage	BI01010001010000000000000515BI0100001229	17403.8	kg
119	11.1	Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.\nFor drainage	BI01010001010000000000000515BI0100001230	850	Nos
120	11.11	Providing and laying of WORLD ATHLETICS (IAAF) approved synthetic athletic track FULL PUR of minimum thickness of 15mm, including all marking on the surface and installation of all equipments as per WORLD ATHLETICS (IAAF) rules and standard etc. complete. The track to be got certified for class-II WORLD ATHLETCS (IAAF) Certificate and as per Norms of IAAF, specifications, detailed Drawings etc complete. as per the instructions of the engineer in- charge\nNormal Stress Area with a minimum thickness of 15mm of finished track surface	BI01010001010000000000000515BI0100001231	4244	Sqm
121	12	Kota-Gravel Pathway	BI01010001010000000000000515BI0100001232
122	12.01	Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST	BI01010001010000000000000515BI0100001233	52.425	cum
123	12.02	Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST	BI01010001010000000000000515BI0100001234	34.95	cum
124	12.03	Supply and fixing of Kota stone in flooring 20 mm thick and joint filled with 1:2 cement and coarse sand with approved colouring materials to be given and even shade with 12 mm base coat (bedding) of 1:2 cement and coarse sand mortar and polished by hand or machine and finally finished with french manson polish or other approved polish including supply of all materials, labour T&P etc. required for proper completion of the work excluding base concrete. Excluding GST	BI01010001010000000000000515BI0100001235	345	sqm
125	12.04	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.	BI01010001010000000000000515BI0100001236	287.5	cum
126	13	Decking	BI01010001010000000000000515BI0100001237
127	13.01	Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Kerb stone	BI01010001010000000000000515BI0100001238	35.25	cum
128	13.02	Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Kerb stone	BI01010001010000000000000515BI0100001239	141	cum
129	13.03	Providing and laying at or near ground level factory made kerb stone of M-25 grad ecement concrete in position to the required line, level and curvature, jointed with cement mortar1:3 (1cement:3coarsesand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in- charge (length of finished kerb edging shallbe measured for payment). (Precast C.C.ker bstone shallbe approved by Engineer-in-charge).(DAR 16.69)\nFor Kerb stone	BI01010001010000000000000515BI0100001240	940	Rmt
130	13.04	M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nFor MS Rectangular Hollow Section (100 mm X 75 mm)\nFor MS Squre Hollow Section (25 mm X 25 mm)	BI01010001010000000000000515BI0100001241	16732	kg
131	13.05	Supply and Fixing of Fibre cement cncrete Planks (240mmX20mm)	BI01010001010000000000000515BI0100001242	750	sqm
132	13.06	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.\nFor Percolation	BI01010001010000000000000515BI0100001243	82.25	cum
133	13.07	Yoga Zone	BI01010001010000000000000515BI0100001244
134	13.08	Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST	BI01010001010000000000000515BI0100001245	14.73	cum
135	13.09	Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST	BI01010001010000000000000515BI0100001246	9.82	cum
136	13.1	Providing & laying coloured and textured imprinted cast in place concrete flooring, applying finishing the top surface, in accordance with sprinkling of colour hardener at the rate of 2.7 kg./sq.mt. Floating the surface application of release agent, stamping the concrete with stamping tools, cleaning the surface with water jet and application of acrylic based sealer (Bomanite or equivalant) for finishing complete as per directions of the engineer-in-charge. The work includes providing and Laying av. 100 mm thick M25 grade BMC / RMC concrete including well compaction, necessary finishing top surface, side supports, leveling, ;pumping, curing, compound etc. complete. Treatment of Construction Joints by Groove cutting of size 4 mm x 20 mm in panel size approximately 3mtr x 3 mtr all complete as per approved design, pattern & direction of Engineer in charge. (AR)-Stamp Concrete(Residential Entrances)	BI01010001010000000000000515BI0100001247	4.91	sqm
137	13.11	Benches	BI01010001010000000000000515BI0100001248
138	13.12	Supply and Fixing of cast iron antique style bench having weight of sides not less than 72 kg (36 kg each) fitted with MS rectangular Pipe. Length of Bench should not be less than 6 ft 9 inches (end to end of cast iron support) with following specifications. \na) MS Pipe as per IS 4923/1997: 50 mm X 25 mm, thickness of pipe should not be less than 2.9mm and weight should not be less than 2.98 kg/meter. Pipe will be fixed with Nut and Bolt and by flattening the extra length of bolt end smoothened at the end as per direction of Engineer In-charge. \nb) All pipes will be welded at the centre with support of a flat iron not less than 5 mm thick and 25 mm wide with full welding and grinding as per direction of Engineer In-charge. \nc) A decorative head made of Mild steel of size not less than 12 inches long and 6 inches high will be provided with the strong support of flat Iron and top MS rectangular Pipe at the centre of the bench at the back as per direction of Engineer In-charge. \n\nd) Fixing of the benches at site with top quality spray painting will be done with the help of clamp not less than 1.5 ft height and made of 20mm5mm flat iron with provision of hold fast at the end. The clamp will be grouted in the ground in a hole of 6inches 6 inches with concrete of grade M200.	BI01010001010000000000000515BI0100001249	95	Nos
139	13.13	Cladding	BI01010001010000000000000515BI0100001250
140	13.14	Dismantling C.C/Brick/Granolithic floors including stacking of dismantled materials with in 60 m distance as directed by Engineer incharge.	BI01010001010000000000000515BI0100001251	534	sqm
141	13.15	Cartage of ballast, kankar, coal, grit or sand etc, including loading and unloading but excluding stackins on pucca roads.\nDistance 5 km	BI01010001010000000000000515BI0100001252	72	cum
142	13.16	12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:4 complete, Excluding GST\nFor Treads of the Stadia beside Handball Court\nFor Risers of the Stadia beside Handball Court	BI01010001010000000000000515BI0100001253	534	Sqm
143	13.17	40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush.\nRed sand stone\nFor Risers of the Stadia beside Handball Court\nFor Risers of the Stadia beside Handball Court	BI01010001010000000000000515BI0100001254	444	Sqm
144	13.18	Site Clearance	BI01010001010000000000000515BI0100001255
145	13.19	Clearing jungle including of rank vegetations, grass, bush, wood trees and saplings of girth upto 30 cm. Measred at a height of 1.00 mtr. Above groun level & removal of rubbish upto a distance of 50 mtr. Outside the periphery of area cleared. Excluding GST	BI01010001010000000000000515BI0100001256	9000	Sqm
146	13.2	Supply and fixing of Dustbins made up of Iron having PVC bucket for Wet and Dry garbage combined	BI01010001010000000000000515BI0100001257	10	Nos
147	14	Fencing	BI01010001010000000000000515BI0100001258
148	14.01	Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Fencing foundation	BI01010001010000000000000515BI0100001259	26.25	cum
149	14.02	Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:1.5:3 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Fencing foundation	BI01010001010000000000000515BI0100001260	26.25	cum
150	14.03	M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST\nFor Fencing foundation	BI01010001010000000000000515BI0100001261	196.875	cum
151	14.04	12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST\nFor Fencing foundation	BI01010001010000000000000515BI0100001262	875	Sqm
152	14.05	Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.	BI01010001010000000000000515BI0100001263	6125	Sqm
153	14.06	M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST	BI01010001010000000000000515BI0100001264	25520.8	kg
154	15	Operation and Maintanance - 5 Years	BI01010001010000000000000515BI0100001265
155	15.01	charges for Security Staff (3 shifts per day)	BI01010001010000000000000515BI0100001266	720	Month
156	15.02	charges for Gardener - 2 Nos	BI01010001010000000000000515BI0100001267	120	Month
157	15.03	charges for Sweeper - 2 Nos	BI01010001010000000000000515BI0100001268	120	Month
158	15.04	Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture	BI01010001010000000000000515BI0100001269	15380	Sqm

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Development Of Smart Sports Infrastructure In Madan Mohan Malviya Stadium And Surrounding Area Including O And M Services For A Period Of Five Years In Prayagraj City, Prayagraj-Uttar Pradesh

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Development Of Smart Sports Infrastructure In Madan Mohan Malviya Stadium And Surrounding Area Including O And M Services For A Period Of Five Years In Prayagraj City, Prayagraj-Uttar Pradesh

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