Jjm - Work No . 1 Bagavandipatti Panchayat In Ponnamaravathi Block - Pudukkottai District, Ponnamaravathi-Tamil Nadu

TDR : 26602885

Tender Notice
BOQ

Expired

Ponnamaravathi , Tamil Nadu

Tender Brief : Jjm - Work No . 1 Bagavandipatti Panchayat In Ponnamaravathi Block - Pudukkottai District

Document Fees
Refer document

EMD
₹ 28000.0 /-

Tender Value
Refer document

Submission Date
21-01-2021

Competition Type
Indian

Bidding Type
Tender

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Name of Work: JAL JEEVAN MISSION - (JJM) - 2020-21 - SCHEME FOR Providing Construction of 60,000 Lr Cap OHT @ Kayampunjai in Bagavandipatti Panchayat in Ponnamaravathi Block Panchayat
1	1	1. Construction of 60,000 Lr Cap OHT @ Kayampunjai in Bagavandipatti Panchayat
2	1.01	(i) Providing 60000 Ltrs Capacity OHT
3	1.02	Earth work Excavation in all classes of soils such as hard stiff clay. Stiff block hard red earth, shales, murram, gravel, stoney earth expect hard rock requiring blassing and depositing on bank with all leads and lifts and all incidental charges such as
4	1.03	First depth of 2m	43.35	Cum
5	1.04	Second depth of 1m	9.1	Cum
6	1.05	Filling with clear river sand in foundation including cost & conveyance to site and labour charges for watering raming and all other incidental charges etc., complete.	2.116	Cum
7	1.06	PCC 1:4:8 mix using 40mm ISS HBG metal including cost & conveyance of all materials to site including cost of cement and labour for mixing laying compacting curing concrete and all other incidental charges etc., complete for foundation.	3.17	Cum
8	1.07	RCC 1:1.5:3 mix using 20mm ISS HBG metal including cost & conveyance of all materials to work site and including cost of cement all other incidental charges etc., completed but executing cost and conveyance of steel fabrication charges and centering complete.
9	1.08	Footing below G.L.	5.86	Cum
10	1.09	Column 0m to 1.5m below G.L.	1.34	Cum
11	1.1	Column above G.L. upto 4.5m	2.42	Cum
12	1.11	Column from 4.50m and upto 7.32m	0.69	Cum
13	1.12	Side wall upto 7.32m to 10.98m	19.01	Cum
14	1.13	STEEL CENTERING: Centering for sides and soffits includig necessary supports and strutting to the required height for the folllowing RCC items using MS sheets of suitable size of B.G. 10 stiffened with welded MS angles of size 25mmx25mmx3mm for boarding, laid over silver oak (country wood) joist of size 10cmx6.5cm spaced at 90m C/C and supported by causrina props of 10cm to 13cm dia spaced at 75cm C/C complying wth standard specification etc., completed as directed by TWAD board officers.
15	1.14	A. PLANE SURFACE
16	1.15	1) Below GL	16.16	Sqm
17	1.16	2) GL and at 3.30m from Above GL	11.36	Sqm
18	1.17	3) 3.31m to 4.30m from above GL	21.24	Sqm
19	1.18	4) 6.31m to 8.30m from above GL	61.48	Sqm
20	1.19	B) CURVED SURFACE
21	1.2	1) Side wall ( 0 to 3.30m)	97.56	Sqm
22	1.21	2) Side wall (3.31 - 4.31m)	16.63	Sqm
23	1.22	3) 7.31 to 8.30 floor slab	3.66	Sqm
24	1.23	4) 8.31 to 9.30 floor slab	0.87	Sqm
25	1.24	C. SQUARE COLUMN
26	1.25	1) Below GL	6.72	Sqm
27	1.26	2) COLUMN 0M TO 3.30M ABOVE GL	15.36	Sqm
28	1.27	3) 3.31m to 4.30m from above GL	4.8	Sqm
29	1.28	4) 4.31m to 5.30m from above GL	4.8	Sqm
30	1.29	5) 5.31m to 6.30m from above GL	4.8	Sqm
31	1.3	6) 6.31m to 7.30m from above GL	4.8	Sqm
32	1.31	7) 7.31m to 8.30m from above GL	1.58	Sqm
33	1.32	Painting two coats of Emulsion paint with approved cement paint over one coat of priming coat over cement plastered exposed surface of the reservoid including cleaning preparing the surface and curing etc., complete	158.61	Sqm
34	1.33	Supply and fabrication of steel as per IS432/1960 (Tested Quality) including fabrication charges for all RCC items schedule in the tender including cost of steel including cost of electrodes and power for wilding typing wires, space bars cover blocks and all other incidental charges etc., completed and as directed by TWAD board officers.\n	38	Qtl
35	1.34	Supply and fixing of MS ladder (outside) as per TWAD manual.	1	No.
36	1.35	Providing RCC ladder (Inner side) as per TWAD manual	1	No.
37	1.36	Providing 65mm GI ventilating arrangements as per TWAD manual	2	No.
38	1.37	Supply and fixing of cut stone of size 23cm x 23cm to set in CM 1:3 at Inlet	0.2	Cum
39	1.38	Providing manhole cover as per TWAD manual	1	No.
40	1.39	Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc., including cost of pipes specials, valve, labour charges and painting of GI pipeswith two coats of approved quality etc., complete
41	1.4	65mm dia GI pipes for inlet connection	15	M
42	1.41	65mm dia GI pipes for overflow & rainwater harvesting pipe	8.5	M
43	1.42	50mm dia GI pipes or scour pipe	11	M
44	1.43	65mm dia GI pipe for delivery pipe	9	M
45	1.44	90mm dia PVC Thraded coupler	2	No.
46	1.45	65mm dia PVC Thraded coupler	2	No.
47	1.46	65mm dia GI Tee	2	No.
48	1.47	65mm dia GI Coupler	3	No.
49	1.48	65mm dia GI Elbow	5	No.
50	1.49	50mm dia GI Elbow	1	No.
51	1.5	65x50mm dia GI Reducer	1	No.
52	1.51	75mm PVC Threaded coupler	2	No.
53	1.52	75x90mm dia PVC Reducer	1	No.
54	1.53	75x63mm dia PVC Reducer	1	No.
55	1.54	65mm dia GM Gate value	2	No.
56	1.55	50mm dia GM Gate value	1	No.
57	1.56	50mm H-Nipple	1	No.
58	1.57	50mm flange set	1	No.
59	1.58	Refilling foundation with excavated earth	39.96	Cum
60	1.59	Pipeline for Pumping Main
61	1.6	Earth work excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils	18.9	Cum
62	1.61	Supply and delivery of following PVC Pipes
63	1.62	90mm OD PVC 6KSC Pips	30	M
64	1.63	Conveyance of the following rigid PVC Pipes, Lowering to trenches and laying to proper grade and alignment
65	1.64	90mm OD PVC 6KSC Pips	30	M
66	1.65	Refiiling the excaveted soil charges	18.9	Cum
67	1.66	Pipeline for Delivery line
68	1.67	Earth work excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils	226.8	Cum
69	1.68	Supply and delivery of following PVC Pipes
70	1.69	63mm OD PVC 4KSC Pips	360	M
71	1.7	Conveyance of the following rigid PVC Pipes, Lowering to trenches and laying to proper grade and alignment
72	1.71	63mm OD PVC 4KSC Pips	360	M
73	1.72	Refiiling the excaveted soil charges	226.8	Cum
74	1.73	GST Amount for providing Service to Government Contract Works for the above RENEWAL Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column \"BB\" for all works in this package}\n(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)	1	GST Amount

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Jjm - Work No . 1 Bagavandipatti Panchayat In Ponnamaravathi Block - Pudukkottai District, Ponnamaravathi-Tamil Nadu

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Name of Work: JAL JEEVAN MISSION - (JJM) - 2020-21 - SCHEME FOR Providing Construction of 60,000 Lr Cap OHT @ Kayampunjai in Bagavandipatti Panchayat in Ponnamaravathi Block Panchayat
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	1. Construction of 60,000 Lr Cap OHT @ Kayampunjai in Bagavandipatti Panchayat
2	1.01	(i) Providing 60000 Ltrs Capacity OHT
3	1.02	Earth work Excavation in all classes of soils such as hard stiff clay. Stiff block hard red earth, shales, murram, gravel, stoney earth expect hard rock requiring blassing and depositing on bank with all leads and lifts and all incidental charges such as
4	1.03	First depth of 2m		43.35	Cum
5	1.04	Second depth of 1m		9.1	Cum
6	1.05	Filling with clear river sand in foundation including cost & conveyance to site and labour charges for watering raming and all other incidental charges etc., complete.		2.116	Cum
7	1.06	PCC 1:4:8 mix using 40mm ISS HBG metal including cost & conveyance of all materials to site including cost of cement and labour for mixing laying compacting curing concrete and all other incidental charges etc., complete for foundation.		3.17	Cum
8	1.07	RCC 1:1.5:3 mix using 20mm ISS HBG metal including cost & conveyance of all materials to work site and including cost of cement all other incidental charges etc., completed but executing cost and conveyance of steel fabrication charges and centering complete.
9	1.08	Footing below G.L.		5.86	Cum
10	1.09	Column 0m to 1.5m below G.L.		1.34	Cum
11	1.1	Column above G.L. upto 4.5m		2.42	Cum
12	1.11	Column from 4.50m and upto 7.32m		0.69	Cum
13	1.12	Side wall upto 7.32m to 10.98m		19.01	Cum
14	1.13	STEEL CENTERING: Centering for sides and soffits includig necessary supports and strutting to the required height for the folllowing RCC items using MS sheets of suitable size of B.G. 10 stiffened with welded MS angles of size 25mmx25mmx3mm for boarding, laid over silver oak (country wood) joist of size 10cmx6.5cm spaced at 90m C/C and supported by causrina props of 10cm to 13cm dia spaced at 75cm C/C complying wth standard specification etc., completed as directed by TWAD board officers.
15	1.14	A. PLANE SURFACE
16	1.15	1) Below GL		16.16	Sqm
17	1.16	2) GL and at 3.30m from Above GL		11.36	Sqm
18	1.17	3) 3.31m to 4.30m from above GL		21.24	Sqm
19	1.18	4) 6.31m to 8.30m from above GL		61.48	Sqm
20	1.19	B) CURVED SURFACE
21	1.2	1) Side wall ( 0 to 3.30m)		97.56	Sqm
22	1.21	2) Side wall (3.31 - 4.31m)		16.63	Sqm
23	1.22	3) 7.31 to 8.30 floor slab		3.66	Sqm
24	1.23	4) 8.31 to 9.30 floor slab		0.87	Sqm
25	1.24	C. SQUARE COLUMN
26	1.25	1) Below GL		6.72	Sqm
27	1.26	2) COLUMN 0M TO 3.30M ABOVE GL		15.36	Sqm
28	1.27	3) 3.31m to 4.30m from above GL		4.8	Sqm
29	1.28	4) 4.31m to 5.30m from above GL		4.8	Sqm
30	1.29	5) 5.31m to 6.30m from above GL		4.8	Sqm
31	1.3	6) 6.31m to 7.30m from above GL		4.8	Sqm
32	1.31	7) 7.31m to 8.30m from above GL		1.58	Sqm
33	1.32	Painting two coats of Emulsion paint with approved cement paint over one coat of priming coat over cement plastered exposed surface of the reservoid including cleaning preparing the surface and curing etc., complete		158.61	Sqm
34	1.33	Supply and fabrication of steel as per IS432/1960 (Tested Quality) including fabrication charges for all RCC items schedule in the tender including cost of steel including cost of electrodes and power for wilding typing wires, space bars cover blocks and all other incidental charges etc., completed and as directed by TWAD board officers.\n		38	Qtl
35	1.34	Supply and fixing of MS ladder (outside) as per TWAD manual.		1	No.
36	1.35	Providing RCC ladder (Inner side) as per TWAD manual		1	No.
37	1.36	Providing 65mm GI ventilating arrangements as per TWAD manual		2	No.
38	1.37	Supply and fixing of cut stone of size 23cm x 23cm to set in CM 1:3 at Inlet		0.2	Cum
39	1.38	Providing manhole cover as per TWAD manual		1	No.
40	1.39	Provision for pipe connection arrangements for inlet, outlet, scour and overflow etc., including cost of pipes specials, valve, labour charges and painting of GI pipeswith two coats of approved quality etc., complete
41	1.4	65mm dia GI pipes for inlet connection		15	M
42	1.41	65mm dia GI pipes for overflow & rainwater harvesting pipe		8.5	M
43	1.42	50mm dia GI pipes or scour pipe		11	M
44	1.43	65mm dia GI pipe for delivery pipe		9	M
45	1.44	90mm dia PVC Thraded coupler		2	No.
46	1.45	65mm dia PVC Thraded coupler		2	No.
47	1.46	65mm dia GI Tee		2	No.
48	1.47	65mm dia GI Coupler		3	No.
49	1.48	65mm dia GI Elbow		5	No.
50	1.49	50mm dia GI Elbow		1	No.
51	1.5	65x50mm dia GI Reducer		1	No.
52	1.51	75mm PVC Threaded coupler		2	No.
53	1.52	75x90mm dia PVC Reducer		1	No.
54	1.53	75x63mm dia PVC Reducer		1	No.
55	1.54	65mm dia GM Gate value		2	No.
56	1.55	50mm dia GM Gate value		1	No.
57	1.56	50mm H-Nipple		1	No.
58	1.57	50mm flange set		1	No.
59	1.58	Refilling foundation with excavated earth		39.96	Cum
60	1.59	Pipeline for Pumping Main
61	1.6	Earth work excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils		18.9	Cum
62	1.61	Supply and delivery of following PVC Pipes
63	1.62	90mm OD PVC 6KSC Pips		30	M
64	1.63	Conveyance of the following rigid PVC Pipes, Lowering to trenches and laying to proper grade and alignment
65	1.64	90mm OD PVC 6KSC Pips		30	M
66	1.65	Refiiling the excaveted soil charges		18.9	Cum
67	1.66	Pipeline for Delivery line
68	1.67	Earth work excavation in narrow trench and depositing on bank with an initial lead of 10m and lift of 2m in all soils		226.8	Cum
69	1.68	Supply and delivery of following PVC Pipes
70	1.69	63mm OD PVC 4KSC Pips		360	M
71	1.7	Conveyance of the following rigid PVC Pipes, Lowering to trenches and laying to proper grade and alignment
72	1.71	63mm OD PVC 4KSC Pips		360	M
73	1.72	Refiiling the excaveted soil charges		226.8	Cum
74	1.73	GST Amount for providing Service to Government Contract Works for the above RENEWAL Works. { GST Amount is the Total GST Amount for overall quoted amount above this row in column \"BB\" for all works in this package}\n(Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)		1	GST Amount

Jjm - Work No . 1 Bagavandipatti Panchayat In Ponnamaravathi Block - Pudukkottai District, Ponnamaravathi-Tamil Nadu

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