Tender For Survey Of Gaps , Leakages, Repair, Carting, Laying, Of P/L Laying In Gaps W/S Scheme Of Adampur All Tender Terms And Conditions Will Be As Per Standard Guidelines Of Up Jal Nigam And It Is Avalible At Ee Cd Up Jal Nigam Office Janupur, Jaunpur-Uttar Pradesh

TDR : 22731136

Tender Notice
BOQ

Expired

Jaunpur , Uttar Pradesh

Tender Brief : Tender For Survey Of Gaps , Leakages, Repair, Carting, Laying, Of P/L Laying In Gaps W/S Scheme Of Adampur All Tender Terms And Conditions Will Be As Per Standard Guidelines Of Up Jal Nigam And It Is Avalible At Ee Cd Up Jal Nigam Office Janupur

Document Fees
₹ 1180 /-

EMD
₹ 5000.0 /-

Tender Value
₹ 8.89 Lakhs /-

Submission Date
05-12-2019

Competition Type
Indian

Bidding Type
Tender

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Name of Work: SURVEY OF GAPS , LEAKAGES, REPAIR, CARTING, LAYING, OF P/L LAYING IN GAPS W/S SCHEME OF ADAMPUR all tender terms and conditions will be as per standard guidelines of up jal nigam and it is avalible at ee cd up jal nigam office janupur
1	1	W/S SCHEME	1
2	2	BUILD PHASE (SL. NO. - 2 TO SL. NO. -112)	2
3	3	CIVIL WORK	3
4	4	Repair and Construction of 1.3 m high and 115mm thick boundary wall with 230 mmx230 mm thick pillar made in Brick masonry in 1 cement and 4 sand mortar, the spacing between two pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.60m, at the site of water works as per departmental type design and drawing, and, as per specifications given in the bid document including supply of all materials, labour T&P etc.for proper completion of work as per instructions of Engineer -in -charge. (Drawing No.D-1)IF any increase in plinth level 1.00 m increase /1.00 Rmt length extra amount will be paid Rs.1380.00/Rmt	4	2	Rmt
5	5	Reparing and fixing and paintingof 3.6 m x 1.20 m MS gate along with frame and as per specifications laid down in the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer-in-charge.	5	1	No.
6	6	Construction of road for approach to water works, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all materials , labour, T&P etc.required for proper completion of work as per instructions of Engineer -in -charge.	6	8	Sqm.
7	7	Earth filling work for proper leveling of water work site, in accordance with the contour map and Grid map of existing site enclosed (Drawing no.D-1), including leveling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer -in -charge.	7	8	Cum.
8	8	Provide all materials, labour, T&P etc. complete reparing and painting of Pump house size (3.60x3.0x3.0)m Chlorinating room size (1.80x2.5x3.0)m as per departmental type design and drawing (drawing no-D-2) and as per the specifications for civil work given in the is code, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in -charge.	8	1	Job
9	9	Provide all materials, labour, T&P etc. for reparing works of Bye-pass chamber	9	1	No.
10	10	Reparing and cleaning of OHT and Painting of all concrete surface and steel pipe works with three coats of approved cement paint and anticorrosive paints.	10	1	Job
11	11	Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge.	11	50	Cum.
12	12	Reparing of valves and joints of rising main at three places .all complete as per instructions of Engineer -in -charge.	12
13	13	rising main	13	1	job
14	14	loading, unloading and Carting up to site of work from store , also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of Engineer -in -charge.	14
15	15	160 mm dia PVC Pipe 6kg/cm2	15	120	Rmt
16	16	140 mm dia PVC Pipe 6kg/cm2	16	5	Rmt
17	17	110 mm dia PVC Pipe 6kg/cm2	17	10	Rmt
18	18	90 mm dia PVC Pipe 6kg/cm2	18	5	Rmt
19	19	75 mm dia PVC Pipe 6kg/cm2	19	80	Rmt
20	20	63 mm dia PVC Pipe 6kg/cm2	20	200	Rmt
21	21	150 mm dia AC	21	50	Rmt
22	22	200 mm dia AC	22	50	Rmt
23	23	Supply and carting up to site of work of the following dia C.I. butterfly /sluice valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge.	23
24	26	Sluice valve - 50 mm dia	26	2	Nos.
25	27	Scour valve - 50 mm dia	27	1	Nos.
26	28	Supply of Ac pipes as is code - 150 mm dia	28	50	Nos.
27	29	Supply of Ac pipes as is code - 200 mm dia	29	50	Nos.
28	30	Supply of 25 mm dia screwed down type air valve with gun metal seat conforming to latest/relevent I.S. specifications including all taxes and insurance, carting up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc complete) as per instructions of Engineer -in -charge.	30	1	Nos.
29	31	Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 mm dia standard makes iron coupling with cap and etc. complete conforming to latest/relevent I.S.specifications including all taxes and insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc. complete as per instructions of Engineer -in -charge.	31	1	Nos.
30	32	Construction of following type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge.	32
31	33	Sluice valve chamber (masonry Type) (drawing no.D-4)	33	2	No.
32	34	Sluice valve chamber (surface box Type) (D-13)	34	1	No.
33	35	Fire Hydrant(drawing no.D-5) chamber	35	1	No.
34	36	Air Valve Chamber (drawing no.D-6)	36	1	No.
35	37	Scour Valve Chamber (drawing no.D-4)	37	1	No.
36	38	Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3, for pipe line, including supply of MS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge. (drawing no. D-14)	38	1	Job
37	39	Dismantling of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m as per instructions of Engineer -in -charge.	39
38	40	B.O.E. surface	40	50	sqm
39	41	Bituminous surface	41	10	sqm
40	42	Interlocking tile surface	42	10	sqm
41	43	C.C. Road	43	5	sqm
42	44	Reinstatement of the following type of road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work as per instructions of Engineer -in -charge.	44
43	45	B.O.E. Surface (Assuming 50% new brick and 50% old bricks used)	45	50	sqm
44	46	Bituminous surface	46	10	sqm
45	47	Interlocking tile surface	47	10	sqm
46	48	C.C. Road	48	5	sqm
47	49	Provision for following types of Culvert crossing (drawing no.D-9) as per departmental type design and drawing including shifting of telephone cables etc. along the alignment of pipe line including supply of D.I. pipes and specials, and their laying and jointing testing etc. complete as per instructions of Engineer -in -charge.	49
48	50	Nala Crossing/Culvert Crossing	50	1	Nos.
49	51	Making house connection from distribution line to outer wall of house, with supply of G.I. pipe (Average 10.0 mtr.) including specials, Brass ferrule, Saddle clamp,Brass tap high quality etc. of suitable size, T&P etc. including excavation, laying and jointing for proper completion of work as per instructions of Engineer-in-charge. (drawing no.D-12).	51	10	Nos.
50	52	Construction of single tap pillar type stand post as per type design as per instructions of Engineer -in -charge.	52	2	Nos.
51	53	Searching findings of gaps/leakages points and their repair with supply of all materials and labour etc all complete.	53
52	54	160 mm. Dia. Pvc	54	10	m.
53	55	140 mm. Dia. Pvc	55	10	m.
54	56	110 mm. Dia. Pvc	56	10	m.
55	57	90 mm. Dia. Pvc	57	15	No.
56	58	75 mm. Dia. Pvc	58	10	No.
57	59	63 mm. Dia. Pvc	59	25	No.
58	60	200 mm. dia. AC pipe	60	25	No.
59	61	Brick work as per site engineer in charge including supply of all material labour etc.	61	2	cum
60	62	RCC work 1:2:4 as per site engineer in charge including supply of all material labour etc.	62	2	cum
61	63	Construction of PCC drain	63
62	64	Drain	64	10	m
63	65	Campous beautification, plantation gardening as site engineer in charge including supply of alll material and labours etc..	65	1	job
64	66	Operation and maintenance of whole water supply including pumping plant for 3 Months period with 24X7 manpower	66	1	set
65	67	Operation and Maintenance PHASE (SL. NO. - 115 TO SL. NO. - 116)	67
66	68	Operation and Maintenance of whole water Supply system constructed under this work, after completion of trial run for providing water supply in the covered area and households for 16 hours /day @ 70 lpcd at the minimum residual pressure of 7 M.	68

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Tender For Survey Of Gaps , Leakages, Repair, Carting, Laying, Of P/L Laying In Gaps W/S Scheme Of Adampur All Tender Terms And Conditions Will Be As Per Standard Guidelines Of Up Jal Nigam And It Is Avalible At Ee Cd Up Jal Nigam Office Janupur, Jaunpur-Uttar Pradesh

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Name of Work: SURVEY OF GAPS , LEAKAGES, REPAIR, CARTING, LAYING, OF P/L LAYING IN GAPS W/S SCHEME OF ADAMPUR all tender terms and conditions will be as per standard guidelines of up jal nigam and it is avalible at ee cd up jal nigam office janupur
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	W/S SCHEME	1
2	2	BUILD PHASE (SL. NO. - 2 TO SL. NO. -112)	2
3	3	CIVIL WORK	3
4	4	Repair and Construction of 1.3 m high and 115mm thick boundary wall with 230 mmx230 mm thick pillar made in Brick masonry in 1 cement and 4 sand mortar, the spacing between two pillar should not be more than 3.0 m c/c and the depth of foundation should not be less than 0.60m, at the site of water works as per departmental type design and drawing, and, as per specifications given in the bid document including supply of all materials, labour T&P etc.for proper completion of work as per instructions of Engineer -in -charge. (Drawing No.D-1)IF any increase in plinth level 1.00 m increase /1.00 Rmt length extra amount will be paid Rs.1380.00/Rmt	4	2	Rmt
5	5	Reparing and fixing and paintingof 3.6 m x 1.20 m MS gate along with frame and as per specifications laid down in the bid document, including supply of all material, labour,T&P etc.required for proper completion of work as per instructions of Engineer-in-charge.	5	1	No.
6	6	Construction of road for approach to water works, as per departmental type design and drawing and as per specifications laid down in the bid document, including supply of all materials , labour, T&P etc.required for proper completion of work as per instructions of Engineer -in -charge.	6	8	Sqm.
7	7	Earth filling work for proper leveling of water work site, in accordance with the contour map and Grid map of existing site enclosed (Drawing no.D-1), including leveling, dressing, excavation and filling of earth where necessary and also including all labour, materials, T&P etc.required for proper completion of works and also including carriage of earth from within a distance of about 8 km. from the site of works as per instructions of Engineer -in -charge.	7	8	Cum.
8	8	Provide all materials, labour, T&P etc. complete reparing and painting of Pump house size (3.60x3.0x3.0)m Chlorinating room size (1.80x2.5x3.0)m as per departmental type design and drawing (drawing no-D-2) and as per the specifications for civil work given in the is code, including supply of all material, labour and T&P etc complete as per instructions of Engineer -in -charge.	8	1	Job
9	9	Provide all materials, labour, T&P etc. for reparing works of Bye-pass chamber	9	1	No.
10	10	Reparing and cleaning of OHT and Painting of all concrete surface and steel pipe works with three coats of approved cement paint and anticorrosive paints.	10	1	Job
11	11	Excavation of earth in ordinary soil (loam, clay or sand) for pipe line and rising main trenches including lift upto 1.50 m and lead upto 50 m and refilling watering, ramming of the excavated earth into the trench and also disposal of surplus earth upto 50m from the center of the trenches including supply of all material labour, T&P etc complete as per instructions of Engineer -in -charge.	11	50	Cum.
12	12	Reparing of valves and joints of rising main at three places .all complete as per instructions of Engineer -in -charge.	12
13	13	rising main	13	1	job
14	14	loading, unloading and Carting up to site of work from store , also including specials for these pipes and lowering them into the trenches and laying true to alignment and gradient and jointing etc. complete (including testing of pipe lines and cutting of pipes for making up the length but excluding the cost of trenches) all complete as per instructions of Engineer -in -charge.	14
15	15	160 mm dia PVC Pipe 6kg/cm2	15	120	Rmt
16	16	140 mm dia PVC Pipe 6kg/cm2	16	5	Rmt
17	17	110 mm dia PVC Pipe 6kg/cm2	17	10	Rmt
18	18	90 mm dia PVC Pipe 6kg/cm2	18	5	Rmt
19	19	75 mm dia PVC Pipe 6kg/cm2	19	80	Rmt
20	20	63 mm dia PVC Pipe 6kg/cm2	20	200	Rmt
21	21	150 mm dia AC	21	50	Rmt
22	22	200 mm dia AC	22	50	Rmt
23	23	Supply and carting up to site of work of the following dia C.I. butterfly /sluice valves, class I, working pressure 10 Kg/cm2 confirming to IS: 780/1969 or its latest amendments, F.O.R. destination, and lowering them into the already prepared trenches, fixing in position and jointing them with pipelines and testing etc. complete and also including supply of jointing materials etc. complete .including all taxes and insurance, as per instructions of Engineer -in -charge.	23
24	26	Sluice valve - 50 mm dia	26	2	Nos.
25	27	Scour valve - 50 mm dia	27	1	Nos.
26	28	Supply of Ac pipes as is code - 150 mm dia	28	50	Nos.
27	29	Supply of Ac pipes as is code - 200 mm dia	29	50	Nos.
28	30	Supply of 25 mm dia screwed down type air valve with gun metal seat conforming to latest/relevent I.S. specifications including all taxes and insurance, carting up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc complete) as per instructions of Engineer -in -charge.	30	1	Nos.
29	31	Supply of under ground sluice value type fire hydrant consisting of 80 mm dia sluice valve, 80mm dia tail pieces, 80mm dia duck foot bend and 80 mm dia standard makes iron coupling with cap and etc. complete conforming to latest/relevent I.S.specifications including all taxes and insurance up to site of work and lowering them into the trenches, fixing in position and jointing them with pipelines and testing etc. complete (including supply of jointing materials etc. complete as per instructions of Engineer -in -charge.	31	1	Nos.
30	32	Construction of following type chambers as per department type design and drawing including Heavy duty M.S. Manhole Cover and all materials, labour, T&P etc complete for proper completion of work as per instructions of Engineer -in -charge.	32
31	33	Sluice valve chamber (masonry Type) (drawing no.D-4)	33	2	No.
32	34	Sluice valve chamber (surface box Type) (D-13)	34	1	No.
33	35	Fire Hydrant(drawing no.D-5) chamber	35	1	No.
34	36	Air Valve Chamber (drawing no.D-6)	36	1	No.
35	37	Scour Valve Chamber (drawing no.D-4)	37	1	No.
36	38	Design and construct Thrust Block made in R.C.C. with cement, coarse sand & 20 mm gauge stone ballast in proportion of 1:1.5:3, for pipe line, including supply of MS reinforcement wrought to required shape as necessary ,its bending, fixing & binding the same with 0.50 mm thick binding wire in position & necessary centering & shuttering including curing and supply of all materials, labour, T & P etc. required for proper completion of the work and as per specifications for RCC work as per instructions of Engineer -in -charge. (drawing no. D-14)	38	1	Job
37	39	Dismantling of Following type of surfaces including sorting out and stacking of serviceable materials and disposal of unserviceable materials upto a distance of 50m as per instructions of Engineer -in -charge.	39
38	40	B.O.E. surface	40	50	sqm
39	41	Bituminous surface	41	10	sqm
40	42	Interlocking tile surface	42	10	sqm
41	43	C.C. Road	43	5	sqm
42	44	Reinstatement of the following type of road surface with old and new materials including supply of all materials, labour, T&P etc. required for proper completion of the work as per instructions of Engineer -in -charge.	44
43	45	B.O.E. Surface (Assuming 50% new brick and 50% old bricks used)	45	50	sqm
44	46	Bituminous surface	46	10	sqm
45	47	Interlocking tile surface	47	10	sqm
46	48	C.C. Road	48	5	sqm
47	49	Provision for following types of Culvert crossing (drawing no.D-9) as per departmental type design and drawing including shifting of telephone cables etc. along the alignment of pipe line including supply of D.I. pipes and specials, and their laying and jointing testing etc. complete as per instructions of Engineer -in -charge.	49
48	50	Nala Crossing/Culvert Crossing	50	1	Nos.
49	51	Making house connection from distribution line to outer wall of house, with supply of G.I. pipe (Average 10.0 mtr.) including specials, Brass ferrule, Saddle clamp,Brass tap high quality etc. of suitable size, T&P etc. including excavation, laying and jointing for proper completion of work as per instructions of Engineer-in-charge. (drawing no.D-12).	51	10	Nos.
50	52	Construction of single tap pillar type stand post as per type design as per instructions of Engineer -in -charge.	52	2	Nos.
51	53	Searching findings of gaps/leakages points and their repair with supply of all materials and labour etc all complete.	53
52	54	160 mm. Dia. Pvc	54	10	m.
53	55	140 mm. Dia. Pvc	55	10	m.
54	56	110 mm. Dia. Pvc	56	10	m.
55	57	90 mm. Dia. Pvc	57	15	No.
56	58	75 mm. Dia. Pvc	58	10	No.
57	59	63 mm. Dia. Pvc	59	25	No.
58	60	200 mm. dia. AC pipe	60	25	No.
59	61	Brick work as per site engineer in charge including supply of all material labour etc.	61	2	cum
60	62	RCC work 1:2:4 as per site engineer in charge including supply of all material labour etc.	62	2	cum
61	63	Construction of PCC drain	63
62	64	Drain	64	10	m
63	65	Campous beautification, plantation gardening as site engineer in charge including supply of alll material and labours etc..	65	1	job
64	66	Operation and maintenance of whole water supply including pumping plant for 3 Months period with 24X7 manpower	66	1	set
65	67	Operation and Maintenance PHASE (SL. NO. - 115 TO SL. NO. - 116)	67
66	68	Operation and Maintenance of whole water Supply system constructed under this work, after completion of trial run for providing water supply in the covered area and households for 16 hours /day @ 70 lpcd at the minimum residual pressure of 7 M.	68

Tender For Survey Of Gaps , Leakages, Repair, Carting, Laying, Of P/L Laying In Gaps W/S Scheme Of Adampur All Tender Terms And Conditions Will Be As Per Standard Guidelines Of Up Jal Nigam And It Is Avalible At Ee Cd Up Jal Nigam Office Janupur, Jaunpur-Uttar Pradesh

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