Implementation Of Jjm Construction Of 30000 Litres Capacity Oht Tank -12 . 00 M Staging T . Pudupatti Village In T . Pudupatti Panchayat In Thirumangalam Block In Madurai District, Thirumanglam-Tamil Nadu

TDR : 27136193

Tender Notice
BOQ

Expired

Thirumanglam , Tamil Nadu

Tender Brief : Implementation Of Jjm Construction Of 30000 Litres Capacity Oht Tank -12 . 00 M Staging T . Pudupatti Village In T . Pudupatti Panchayat In Thirumangalam Block In Madurai District

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Refer document

EMD
₹ 9000.0 /-

Tender Value
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Submission Date
27-02-2021

Competition Type
Indian

Bidding Type
Tender

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Name of Work: Construction of 30,000 litre capacity OHT in T.Pudupatty Village in Thirumangalam Block
1	1	NAME OF WORK :- Construction of 30,000 litre capacity OHT in T.Pudupatty Village in Thirumangalam Block
2	2	Earth work excavation and depositing on bank with an initial lead of 10m & lift of 2m in A. Hard stiff clay block cotton, hard red earth shales, murram, ordinary gravel etc., .SS20A		26.19	Sqm
3	3	Refilling with excavated earth soil other than sand including consolidation etc., complete		8.375	Cum
4	4	Sand filling for foundation with clear sand including consolidation etc., complete		1.73	Sqm
5	5	Cement concrete 1:4:8 mix ( One cement four sand and eight aggregate )using 40mm HBGS for leveling course for foundation including curing etc., complete		3.47	Cum
6	6	RCC 1:11/2:3 mix ( One cement One and half sand and three aggregate )using 20mm HBGS excluding cost of reinforcement, centering, shuttering, strutting, but including cost of mixing concrete, placing, finishing, curing etc., complete
7	7	a) FOOTING		3.24	Cum
8	8	b) For items Below G.L		1.05	Cum
9	9	c) Column above GL. up to 4.5mt from GL		1.79	Cum
10	10	d) Column above 4.5m. up to 7.32m		0.2	Cum
11	11	RCC 1:11/2:3 mix ( One cement One and half sand and three aggregate )using 20mm HBGS excluding cost of reinforcement, centering, shuttering, strutting, but including cost of mixing concrete, placing, finishing, curing etc., complete
12	12	a) For items above 4.5m & up to 7.32 from GL		4.55	Cum
13	13	b)For items above 7.33m to 10.98m from G.L		4.78	Cum
14	14	c)For items above 7.33m to 10.98m from G.L		1.44	Cum
15	15	Centering to soffits for RCC works including shuttering, strutting charges and cost of cost of using MS Sheet and MS Angle etc., complete
16	16	a) Below G.L. items		18.09	Sqm
17	17	b) Above G.L. items		10.5	Sqm
18	18	c) Brace @ 2.625m height above G.L Sides		7.97	Sqm
19	19	d) Column from 2.85m to 3.3m ht		1.8	Sqm
20	20	E) Column from 3.3m to 4.0m ht		2.8	Sqm
21	21	F) Column from 4.0m to 4.30m ht		1.2	Sqm
22	22	G) Column from 4.3m to 5.30m ht		4	Sqm
23	23	H) For grid beam at 5.25m ht from G.L		36.18	Sqm
24	24	g) Floor slab @ 5.64m (plain surface)including working platform
25	25	Centering to soffits for RCC works using MS plates and MS angles complete		2.97	Sqm
26	26	a) Floor slab curved surfaces (sides)		74.55	Sqm
27	27	b) FOR SIDE WALL (curved surface)		1.37	Sqm
28	28	c) Roof Slab		12.63	Sqm
29	29	Plastic emulsion Painting two coats with approved cement paint over the exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete		95.78	Sqm
30	30	Supplying Fabrication and placing in position of MS /RTS rods for reinforcement including the cost of steel and binding wire etc., complete.		1.39	MT
31	31	Supply, delivery and fixing of MS Ladder outside the S.R with locking arrangements. Including painting two coats with ready mixed enamel Approved TWAD TYPE Design		1	No
32	32	Providing RCC ladder inside the tank		1	No
33	33	Providing AC Ventilating arrangements with mosquito proof nylon net with 6\" A.C. Cowl		1	No
34	34	Supply and fixing of C.I. Manhole cover of size 0.75m x 0.75m		1	No
35	35	Providing For 50mm dia GI Pipe for Section and Delivery Pipe		6	Rm
36	36	50mm dia GI Coupling		1	Nos
37	37	50mm dia GI Flange		1	Nos
38	38	50mm dia GI Bend		1	Nos
39	39	Bore well Arrangements
40	40	Geo Physical Survey Charges		1	No
41	41	Drilling of 165mm dia borewell in hardrock area including labour charges for insertion of casing pipes in to the drilled hole
42	42	In soft soil		12	M
43	43	In Hard rock		138	M
44	44	Supply and delivery of 200mm dia PVC casing pipe		12	m
45	45	Supply and Delivery of following materials
46	46	Supply and delivary of 5.00 H.p submercible pump set 50lpm x 200m head		1	No
47	47	Supply and fixing of panel board suitable for 5.00 HP submerciple pump set .		1	No
48	48	200mm Bore well cover		1	No
49	49	Bore gitty		1	No
50	50	40mm dia UPVC Pipe		123	Rm
51	51	Nilan Rope		126	M
52	52	40mm dia GI Adopter		1	No
53	53	40mm dia GI Elbow		2	No
54	54	40mm dia MS NRV		1	No
55	55	40mm dia MS gatevave		1	No
56	56	40mm dia GI Hex niple		2	No
57	57	40mm dia GI Union		1	No
58	58	40mm dia GI Pipe		1.65	M
59	59	40mm dia PVC Elbow		1	No
60	60	63mm dia GI Pipe		18	M
61	61	4.00sq.mm Submersible Cable		129	M
62	62	25mm dia PVC Pipe for Cable		5	Rm
63	63	25mm dia PVC Elbow		3	No
64	64	25mm dia PVC Bend		6	No
65	65	25mm dia GI Service Pipe SD NO 69		1.8	Rm
66	66	50mm dia GI Pipe		18	M
67	67	50mm dia GI Coupling		2	No
68	68	50mm dia GI Bend		2	No
69	69	50mm dia GI Hex Nipple		1	No
70	70	50mm dia GI Flange		3	No
71	71	50mm dia GI Elbow		2	No
72	72	50mm dia MS Gate valve		2	No
73	73	50mm dia GI End Cap		1	No
74	74	Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil as per SS20 A for Surface Dressing etc complete (For PVC Pipe line)		13.02	Cum
75	75	Towards Labour charges for erection of submersible pumpset 5.00 HP Near School Bore		1	No
76	76	Refilling excavated earth including all labour charges etc.,		13.02	Cum
77	77	Providing For Name Board and Photo Charges		1	No
78	78	GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package}\n	BI01010001010000000000000515BI01000011120	1	GST Amount (in Rupees)

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Implementation Of Jjm Construction Of 30000 Litres Capacity Oht Tank -12 . 00 M Staging T . Pudupatti Village In T . Pudupatti Panchayat In Thirumangalam Block In Madurai District, Thirumanglam-Tamil Nadu

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Name of Work: Construction of 30,000 litre capacity OHT in T.Pudupatty Village in Thirumangalam Block
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	NAME OF WORK :- Construction of 30,000 litre capacity OHT in T.Pudupatty Village in Thirumangalam Block
2	2	Earth work excavation and depositing on bank with an initial lead of 10m & lift of 2m in A. Hard stiff clay block cotton, hard red earth shales, murram, ordinary gravel etc., .SS20A		26.19	Sqm
3	3	Refilling with excavated earth soil other than sand including consolidation etc., complete		8.375	Cum
4	4	Sand filling for foundation with clear sand including consolidation etc., complete		1.73	Sqm
5	5	Cement concrete 1:4:8 mix ( One cement four sand and eight aggregate )using 40mm HBGS for leveling course for foundation including curing etc., complete		3.47	Cum
6	6	RCC 1:11/2:3 mix ( One cement One and half sand and three aggregate )using 20mm HBGS excluding cost of reinforcement, centering, shuttering, strutting, but including cost of mixing concrete, placing, finishing, curing etc., complete
7	7	a) FOOTING		3.24	Cum
8	8	b) For items Below G.L		1.05	Cum
9	9	c) Column above GL. up to 4.5mt from GL		1.79	Cum
10	10	d) Column above 4.5m. up to 7.32m		0.2	Cum
11	11	RCC 1:11/2:3 mix ( One cement One and half sand and three aggregate )using 20mm HBGS excluding cost of reinforcement, centering, shuttering, strutting, but including cost of mixing concrete, placing, finishing, curing etc., complete
12	12	a) For items above 4.5m & up to 7.32 from GL		4.55	Cum
13	13	b)For items above 7.33m to 10.98m from G.L		4.78	Cum
14	14	c)For items above 7.33m to 10.98m from G.L		1.44	Cum
15	15	Centering to soffits for RCC works including shuttering, strutting charges and cost of cost of using MS Sheet and MS Angle etc., complete
16	16	a) Below G.L. items		18.09	Sqm
17	17	b) Above G.L. items		10.5	Sqm
18	18	c) Brace @ 2.625m height above G.L Sides		7.97	Sqm
19	19	d) Column from 2.85m to 3.3m ht		1.8	Sqm
20	20	E) Column from 3.3m to 4.0m ht		2.8	Sqm
21	21	F) Column from 4.0m to 4.30m ht		1.2	Sqm
22	22	G) Column from 4.3m to 5.30m ht		4	Sqm
23	23	H) For grid beam at 5.25m ht from G.L		36.18	Sqm
24	24	g) Floor slab @ 5.64m (plain surface)including working platform
25	25	Centering to soffits for RCC works using MS plates and MS angles complete		2.97	Sqm
26	26	a) Floor slab curved surfaces (sides)		74.55	Sqm
27	27	b) FOR SIDE WALL (curved surface)		1.37	Sqm
28	28	c) Roof Slab		12.63	Sqm
29	29	Plastic emulsion Painting two coats with approved cement paint over the exposed surface of the Reservoir including cleaning, preparing the surface and curing etc., complete		95.78	Sqm
30	30	Supplying Fabrication and placing in position of MS /RTS rods for reinforcement including the cost of steel and binding wire etc., complete.		1.39	MT
31	31	Supply, delivery and fixing of MS Ladder outside the S.R with locking arrangements. Including painting two coats with ready mixed enamel Approved TWAD TYPE Design		1	No
32	32	Providing RCC ladder inside the tank		1	No
33	33	Providing AC Ventilating arrangements with mosquito proof nylon net with 6\" A.C. Cowl		1	No
34	34	Supply and fixing of C.I. Manhole cover of size 0.75m x 0.75m		1	No
35	35	Providing For 50mm dia GI Pipe for Section and Delivery Pipe		6	Rm
36	36	50mm dia GI Coupling		1	Nos
37	37	50mm dia GI Flange		1	Nos
38	38	50mm dia GI Bend		1	Nos
39	39	Bore well Arrangements
40	40	Geo Physical Survey Charges		1	No
41	41	Drilling of 165mm dia borewell in hardrock area including labour charges for insertion of casing pipes in to the drilled hole
42	42	In soft soil		12	M
43	43	In Hard rock		138	M
44	44	Supply and delivery of 200mm dia PVC casing pipe		12	m
45	45	Supply and Delivery of following materials
46	46	Supply and delivary of 5.00 H.p submercible pump set 50lpm x 200m head		1	No
47	47	Supply and fixing of panel board suitable for 5.00 HP submerciple pump set .		1	No
48	48	200mm Bore well cover		1	No
49	49	Bore gitty		1	No
50	50	40mm dia UPVC Pipe		123	Rm
51	51	Nilan Rope		126	M
52	52	40mm dia GI Adopter		1	No
53	53	40mm dia GI Elbow		2	No
54	54	40mm dia MS NRV		1	No
55	55	40mm dia MS gatevave		1	No
56	56	40mm dia GI Hex niple		2	No
57	57	40mm dia GI Union		1	No
58	58	40mm dia GI Pipe		1.65	M
59	59	40mm dia PVC Elbow		1	No
60	60	63mm dia GI Pipe		18	M
61	61	4.00sq.mm Submersible Cable		129	M
62	62	25mm dia PVC Pipe for Cable		5	Rm
63	63	25mm dia PVC Elbow		3	No
64	64	25mm dia PVC Bend		6	No
65	65	25mm dia GI Service Pipe SD NO 69		1.8	Rm
66	66	50mm dia GI Pipe		18	M
67	67	50mm dia GI Coupling		2	No
68	68	50mm dia GI Bend		2	No
69	69	50mm dia GI Hex Nipple		1	No
70	70	50mm dia GI Flange		3	No
71	71	50mm dia GI Elbow		2	No
72	72	50mm dia MS Gate valve		2	No
73	73	50mm dia GI End Cap		1	No
74	74	Earth work excavation and depositing on bank with initial lead and lift in hard gravelly soil as per SS20 A for Surface Dressing etc complete (For PVC Pipe line)		13.02	Cum
75	75	Towards Labour charges for erection of submersible pumpset 5.00 HP Near School Bore		1	No
76	76	Refilling excavated earth including all labour charges etc.,		13.02	Cum
77	77	Providing For Name Board and Photo Charges		1	No
78	78	GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package}\n	BI01010001010000000000000515BI01000011120	1	GST Amount (in Rupees)

Implementation Of Jjm Construction Of 30000 Litres Capacity Oht Tank -12 . 00 M Staging T . Pudupatti Village In T . Pudupatti Panchayat In Thirumangalam Block In Madurai District, Thirumanglam-Tamil Nadu

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