Tender For Water Supply Scheme For Hon. Kashiram Ji Urban Poor Housing Scheme (176 Nos Awas) Nagar Panchayat Subeha Distt- Barabanki, Ayodhya-Uttar Pradesh

TDR : 55463447

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Ayodhya , Uttar Pradesh

Tender Brief : Tender For Water Supply Scheme For Hon. Kashiram Ji Urban Poor Housing Scheme (176 Nos Awas) Nagar Panchayat Subeha Distt- Barabanki

Document Fees
₹ 5900 /-

EMD
₹ 142000.0 /-

Tender Value
Refer document

Submission Date
23-05-2026

Competition Type
Indian

Bidding Type
Tender

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1	Laying of Rising Main
2	Supply of following sizes and type of pipes with all jointing materials such as socket, rubber gasket as per IS 4984/1995 and IS-8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and stacking all complete.
3	DI Pipe Class K-9
4	150 mm dia
5	Supply of specials for above Pipes.
6	D.I. Pipe and A C Pipe
7	Carting of following size & type of pipes and specials from departmental store to site of work 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.
8	DI Pipe Class K-7
9	150 mm dia
10	Excavation for pipeline work in Ordinary Soil with lift up to 1.5 M and lead up to 50 M including filling back the excavated earth into the trenches with watering, ramming and disposal of surplus earth with in 50 M lead.
11	Supply of following sizes C.I.D./F Sluice valve including F.O.R. destination and taxes and insurance etc. complete as per relevant IS.
12	C. I. D/F Sluice Valve
13	150 mm dia
14	Carting of following sizes C.I.D./F Sluice Valve and specials from departmental store 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.
15	C. I. D/F Sluice Valve
16	150 mm dia
17	Supply of all materials and construct following chambers as per type design with supply of all labour, T&P etc. complete.
18	Masonary Type
19	Design and construct thrust block for 150 mm Dia pipe
20	Making bypass arrengment from rising main to distribution main.
21	C. I. D/F Sluice Valve
22	Supply of all materials labour T&P etc. complete and construction of R.C.C. (M30 Grade) Over Head Tank of following capacity and staging above ground level with all work complete, including cost of soil testing. All the components of OHT will be casted in M30 concrete & specially in M-30 construction of water bearing structure with cement, coarse sand and approved stone grit as per I.S. 11682, I.S.3370 part (I) & (II) and I.S.456.Minimum depth of foundation below original ground level will be 2.5M. Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and as per I.S. 875
23	part-III for wind load on structure (this area is in seismic Zone IV and high damage risk zone for wind).The cost of OHT should be quoted assuming the bearing capacity of soil as 8 M.T.per sqm. including 1M wide RCC staircase from ground level to balcony. M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars (specification of M.S. should be as per IS 800-2007)
24	with hand rails of 20mm medium class G.I. pipes on both sides in three rows from balcony to top dome resting on an RCC platform (75cmx75cm and 10cm thick) projecting from top ring beam and one aluminum ladder inside the tank body (from manhole in top dome to bottom as per design and specification approved by Engineer in charge. 1 m wide R.C.C. M30 balcony around the tank at the junction point of vertical wall and conical wall. Proper railing of 20mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, around the balcony, at each landing and from landing with top ring beam upto manhole on the top dome and at the periphery of top dome. The G.I. Pipes will be supported on M.S. posts made of or RCC post, spaced at intervals not more than 1.5m.Proper ventilator at top dome in circular shape of 1.2 m dia. along with an R.C.C. cover of minimum 1.50m dia and with mosquito net of standard quality along with expanded metaled jali between top dome and RCC cover.
25	Water level indicator fabricated with good quality minimum 45mm x 45mm x 6mm M.S. angle with indicator board scale made 50x50x6mm M.S. angle
26	section, of 3mm thick M.S. plate should have a clear width of minimum 25cm painted with good paint with brass wire rope, pulley, copper ball float, pointer etc. Lightening conductor should be as per I.S.S.2309 or its latest amendments of latest electricity rules. C.I. manhole cover of min 60x60cm size with locking arrangement, Supply, fixing & jointing of C.I.D./F Pipes (for inlet, outlet, washout and overflow pipes) and specials, duck foot bend and fixing of the sluice valve at outlet and wash put pipe with all specials; construction of sluice valve chamber, floor and apron with semi circular drain around the apron with 25mm PCC 1:2:4 over 75 mm PCC 1:4:8, Apex painting on outer surface of OHT, painting on MS ladder, railing, vertical pipe etc. as per approved make; excavation in all type of soil and all other works required for proper and complete construction of OHT, testing of tank for water tightness as per the satisfaction of Engineer In-Charge.
27	For 100 Kl Capacity/20 M, staging
28	C. I. D/F Sluice Valve
29	Supply of all materials labour T&P etc. complete and construction of R.C.C. (M30 Grade) Over Head Tank of following capacity and staging above ground level with all work complete, including cost of soil testing. All the components of OHT will be casted in M30 concrete & specially in M-30 construction of water bearing structure with cement, coarse sand and approved stone grit as per I.S. 11682, I.S.3370 part (I) & (II) and I.S.456.Minimum depth of foundation below original ground level will be 2.5M. Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and as per I.S. 875
30	C. I. D/F Sluice Valve
31	110 mm dia
32	D.I. K-7 150 mm dia
33	Supply of specials for above Pipes.
34	HDPE Pipes.
35	D.I. Pipe and A C Pipe
36	DI Pipe Class K-7
37	Carting of following size & type of pipes and specials from departmental store to site of work 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.
38	HDPE PE 100 PN 6
39	110 mm dia
40	D.I. K-7 150 mm dia
41	Excavation for pipeline work in Ordinary Soil with lift up to 1.5 M and lead up to 50 M including filling back the excavated earth into the trenches with watering, ramming and disposal of surplus earth with in 50 M lead.
42	Supply of following sizes C.I.D./F Sluice valve including F.O.R. destination and taxes and insurance etc. complete as per relevant IS.
43	C. I. D/F Sluice Valve
44	100 mm dia
45	150 mm dia
46	Scour Valve 100 mm dia
47	Fire Hydrant 80 mm dia
48	C.I. Single ball type Air Valve 50 mm dia
49	Supply of following sizes C.I.D./F Sluice valve including F.O.R. destination and taxes and insurance etc. complete as per relevant IS.
50	C. I. D/F Sluice Valve
51	100 mm dia
52	150 mm dia
53	Scour Valve 100 mm dia
54	Fire Hydrant 80 mm dia
55	C.I. Single ball type Air Valve 50 mm dia
56	Supply of all materials and construct following chambers as per type design with supply of all labour, T&P etc. complete.
57	Masonary Type
58	Fire Hydrant Chamber
59	Air Valve Chamber
60	Surface Box Type
61	Making delivery outlet at a height of 600 mm above GL for supply water to each block main hedder pipe by 32 mm dia Nominal Bore GI ( Medium Class) and all required specials tools labour T&P etc.
62	Desmentling of CC Road
63	Reinstatement of CC Road
64	Construction of CC Piller type stand post with double tap arrengment.With 15 mm GI medium duty pipe.Works including supply of all material,labour and T&P complete as per drawing approved by engineer in charge.
65	Construction of new pumphouse cum chlorinator (Unit Estimate Attached).
66	Provide of all materials, lebours, T&P Etc. complete for construction of Boundry wall as per direction of Engineer incharge.
67	Provide of all materials, lebours, T&P Etc. complete for construction of Pillers & Fixing of 3.6 mtr wide gate.
68	Provide of all materials, lebours, T&P Etc. complete for construction of interlocking Approach road to water works capmus.
69	Provision of Horticulture work for devlopment of water works compound as per direction of engineer incharge.
70	E&M work
71	TRANSPORTATION
72	RIG MACHINE
73	Transportation of rig machine including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .
74	AIR COMPRESSOR
75	Transportation of 250 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .
76	O.P. UNIT
77	Transportation of 3 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .
78	TUBE WELL ASSEMBLY
79	Transportation of TUBE WELL ASSEMBLY including Loading , unloading with labour etc complete in all respect .
80	CONSTRUCTION OF TUBE WELL (DRILLING) As per IS 2800 (Part I & II)
81	Drilling of BORE
82	Barricading
83	Logging of Bore
84	Drilling of 600mm dia bore from G.L. to 65m BGL.
85	Drilling of 500mm dia bore from 65m BGL to 100m BGL.
86	Drilling of 500mm dia bore from 100m BGL to165m BGL.
87	LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL-
88	Lowering of 200mm X 150mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 150m BGL.
89	Lowering of 200mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL.
90	Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 60m BGL to 100m BGL.
91	Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 150m BGL.
92	MATERIALS
93	TUBE WELL: ASSEMBLY (As per IS 4270, IS 8110)
94	200mm dia size MSERW housing pipe 7.1mm thick including with 1 no 200 X 150mm dia M.S reducer 16mm thick, 1 no M.S. well cap 12mm thick , 08 no M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respect .
95	150 mm dia MSERW 7.1mm thick plain /slotted pipe including with 25 no M.S ring 100X12mm thick , 1 no M.S. bail plug , 08 no center guide etc comp in all respect.
96	PEA-GRAVEL (As per IS 4097)
97	1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stacking at site.
98	DEVELOPMENT OF TUBE WELL
99	Development of tube well by 250 PSI air compressor
100	Development of tube well by 250 PSI air compressor
101	Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work.
102	Development of tube well by 3 cusec O.P. Unit
103	Cutting of housing cover by gas cutter
104	Development of tube well by 1 cusec O.P. Unit.
105	Re-welding of Tube well cover by Electric welding
106	Chemical and bacteriological test.
107	PUMP SET:
108	600 LPM, suitable head 2900rpm submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) (1 set), Switch gear with cubical panel (1 Set),
109	MAIN PIPING AND VALVES (1 Set), 100 MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 30 m with 1m long top pipe with cap (Dumdum) and sealing ring. ( 10 No), CI-A/F Tee of size 100 mm dia (1 No),CI-D/F Reflex Valv of size 100 mm dia (1 No) , M.S. distance piece of 100 mm dia 1.00m long 2 Nos. and 1.5m long 1 No.( 3 No), M.S. enlarger/reducer of suitable size. (1No), 100 mm dia sluice Valve 100 mm dia P.N. rating 1.6 Having following specification confirming (as per IS-14846-2000) (2No), 100 mm dia reflex Valve 100 mm dia P.N. rating 1.6 Having following specification confirming (as per IS-14846-2000), GAUGES: (1 set),Pressure gauge (1No),Depth gauge (1No), Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc. (1Set), Tools and Spanners with Pipe Wrenche (1 Set), LIFTING TACKLE (REPUTED MADE) , 2 tones capacity 4.5 m lift, spur geared chain pulley block (1 No), Miscellaneous items (1 No), Painting of pumping plant (1 Job), Erection of pumping plant and Power wiring and earthing and other civil works. (1 Job), Commissioning & testing of pumping plant.( 1 Job), On account of watch & ward during Pump Installation (1 Job)
110	Supply & Erection of Servo Stabilizer of 20 KVA/ as per site requirements
111	Provision of Electronic type Dozer of 6 LPH capacity with 200 litre storage tank with accessories
112	Internal electrification of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C. conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch fuse unit.
113	Three Month Trial and Run with all Consumables and sodium hypo. Please Enable Macros to View BoQ information

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Tender For Water Supply Scheme For Hon. Kashiram Ji Urban Poor Housing Scheme (176 Nos Awas) Nagar Panchayat Subeha Distt- Barabanki, Ayodhya-Uttar Pradesh

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Sl. No.	Item Description
1	Laying of Rising Main
2	Supply of following sizes and type of pipes with all jointing materials such as socket, rubber gasket as per IS 4984/1995 and IS-8329/2000 or their latest amendment including F.O.R. destination and all taxes and insurance etc. with loading, unloading and stacking all complete.
3	DI Pipe Class K-9
4	150 mm dia
5	Supply of specials for above Pipes.
6	D.I. Pipe and A C Pipe
7	Carting of following size & type of pipes and specials from departmental store to site of work 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.
8	DI Pipe Class K-7
9	150 mm dia
10	Excavation for pipeline work in Ordinary Soil with lift up to 1.5 M and lead up to 50 M including filling back the excavated earth into the trenches with watering, ramming and disposal of surplus earth with in 50 M lead.
11	Supply of following sizes C.I.D./F Sluice valve including F.O.R. destination and taxes and insurance etc. complete as per relevant IS.
12	C. I. D/F Sluice Valve
13	150 mm dia
14	Carting of following sizes C.I.D./F Sluice Valve and specials from departmental store 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.
15	C. I. D/F Sluice Valve
16	150 mm dia
17	Supply of all materials and construct following chambers as per type design with supply of all labour, T&P etc. complete.
18	Masonary Type
19	Design and construct thrust block for 150 mm Dia pipe
20	Making bypass arrengment from rising main to distribution main.
21	C. I. D/F Sluice Valve
22	Supply of all materials labour T&P etc. complete and construction of R.C.C. (M30 Grade) Over Head Tank of following capacity and staging above ground level with all work complete, including cost of soil testing. All the components of OHT will be casted in M30 concrete & specially in M-30 construction of water bearing structure with cement, coarse sand and approved stone grit as per I.S. 11682, I.S.3370 part (I) & (II) and I.S.456.Minimum depth of foundation below original ground level will be 2.5M. Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and as per I.S. 875
23	part-III for wind load on structure (this area is in seismic Zone IV and high damage risk zone for wind).The cost of OHT should be quoted assuming the bearing capacity of soil as 8 M.T.per sqm. including 1M wide RCC staircase from ground level to balcony. M.S. ladder made of 50x50x6 mm angle section and 20mm plain M.S. bars (specification of M.S. should be as per IS 800-2007)
24	with hand rails of 20mm medium class G.I. pipes on both sides in three rows from balcony to top dome resting on an RCC platform (75cmx75cm and 10cm thick) projecting from top ring beam and one aluminum ladder inside the tank body (from manhole in top dome to bottom as per design and specification approved by Engineer in charge. 1 m wide R.C.C. M30 balcony around the tank at the junction point of vertical wall and conical wall. Proper railing of 20mm dia medium class G.I. pipe (in 3 rows) on both sides of stair case, around the balcony, at each landing and from landing with top ring beam upto manhole on the top dome and at the periphery of top dome. The G.I. Pipes will be supported on M.S. posts made of or RCC post, spaced at intervals not more than 1.5m.Proper ventilator at top dome in circular shape of 1.2 m dia. along with an R.C.C. cover of minimum 1.50m dia and with mosquito net of standard quality along with expanded metaled jali between top dome and RCC cover.
25	Water level indicator fabricated with good quality minimum 45mm x 45mm x 6mm M.S. angle with indicator board scale made 50x50x6mm M.S. angle
26	section, of 3mm thick M.S. plate should have a clear width of minimum 25cm painted with good paint with brass wire rope, pulley, copper ball float, pointer etc. Lightening conductor should be as per I.S.S.2309 or its latest amendments of latest electricity rules. C.I. manhole cover of min 60x60cm size with locking arrangement, Supply, fixing & jointing of C.I.D./F Pipes (for inlet, outlet, washout and overflow pipes) and specials, duck foot bend and fixing of the sluice valve at outlet and wash put pipe with all specials; construction of sluice valve chamber, floor and apron with semi circular drain around the apron with 25mm PCC 1:2:4 over 75 mm PCC 1:4:8, Apex painting on outer surface of OHT, painting on MS ladder, railing, vertical pipe etc. as per approved make; excavation in all type of soil and all other works required for proper and complete construction of OHT, testing of tank for water tightness as per the satisfaction of Engineer In-Charge.
27	For 100 Kl Capacity/20 M, staging
28	C. I. D/F Sluice Valve
29	Supply of all materials labour T&P etc. complete and construction of R.C.C. (M30 Grade) Over Head Tank of following capacity and staging above ground level with all work complete, including cost of soil testing. All the components of OHT will be casted in M30 concrete & specially in M-30 construction of water bearing structure with cement, coarse sand and approved stone grit as per I.S. 11682, I.S.3370 part (I) & (II) and I.S.456.Minimum depth of foundation below original ground level will be 2.5M. Seismic effects and wind load should be taken into consideration as I.S. 1893 for earthquake resistance and as per I.S. 875
30	C. I. D/F Sluice Valve
31	110 mm dia
32	D.I. K-7 150 mm dia
33	Supply of specials for above Pipes.
34	HDPE Pipes.
35	D.I. Pipe and A C Pipe
36	DI Pipe Class K-7
37	Carting of following size & type of pipes and specials from departmental store to site of work 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.
38	HDPE PE 100 PN 6
39	110 mm dia
40	D.I. K-7 150 mm dia
41	Excavation for pipeline work in Ordinary Soil with lift up to 1.5 M and lead up to 50 M including filling back the excavated earth into the trenches with watering, ramming and disposal of surplus earth with in 50 M lead.
42	Supply of following sizes C.I.D./F Sluice valve including F.O.R. destination and taxes and insurance etc. complete as per relevant IS.
43	C. I. D/F Sluice Valve
44	100 mm dia
45	150 mm dia
46	Scour Valve 100 mm dia
47	Fire Hydrant 80 mm dia
48	C.I. Single ball type Air Valve 50 mm dia
49	Supply of following sizes C.I.D./F Sluice valve including F.O.R. destination and taxes and insurance etc. complete as per relevant IS.
50	C. I. D/F Sluice Valve
51	100 mm dia
52	150 mm dia
53	Scour Valve 100 mm dia
54	Fire Hydrant 80 mm dia
55	C.I. Single ball type Air Valve 50 mm dia
56	Supply of all materials and construct following chambers as per type design with supply of all labour, T&P etc. complete.
57	Masonary Type
58	Fire Hydrant Chamber
59	Air Valve Chamber
60	Surface Box Type
61	Making delivery outlet at a height of 600 mm above GL for supply water to each block main hedder pipe by 32 mm dia Nominal Bore GI ( Medium Class) and all required specials tools labour T&P etc.
62	Desmentling of CC Road
63	Reinstatement of CC Road
64	Construction of CC Piller type stand post with double tap arrengment.With 15 mm GI medium duty pipe.Works including supply of all material,labour and T&P complete as per drawing approved by engineer in charge.
65	Construction of new pumphouse cum chlorinator (Unit Estimate Attached).
66	Provide of all materials, lebours, T&P Etc. complete for construction of Boundry wall as per direction of Engineer incharge.
67	Provide of all materials, lebours, T&P Etc. complete for construction of Pillers & Fixing of 3.6 mtr wide gate.
68	Provide of all materials, lebours, T&P Etc. complete for construction of interlocking Approach road to water works capmus.
69	Provision of Horticulture work for devlopment of water works compound as per direction of engineer incharge.
70	E&M work
71	TRANSPORTATION
72	RIG MACHINE
73	Transportation of rig machine including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .
74	AIR COMPRESSOR
75	Transportation of 250 psi compressor including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .
76	O.P. UNIT
77	Transportation of 3 cusec op unit including Loading , unloading, Erection, Dismantling & labour etc complete in all respect .
78	TUBE WELL ASSEMBLY
79	Transportation of TUBE WELL ASSEMBLY including Loading , unloading with labour etc complete in all respect .
80	CONSTRUCTION OF TUBE WELL (DRILLING) As per IS 2800 (Part I & II)
81	Drilling of BORE
82	Barricading
83	Logging of Bore
84	Drilling of 600mm dia bore from G.L. to 65m BGL.
85	Drilling of 500mm dia bore from 65m BGL to 100m BGL.
86	Drilling of 500mm dia bore from 100m BGL to165m BGL.
87	LOWERING OF TUBE WELL ASSEMBLY AND SHROUDING OF T.W. BY GRAVEL-
88	Lowering of 200mm X 150mm dia tube well assembly in bore hole and shrouding of pea gravel between annular space of bore hole and T.W. assembly from G.L. to 150m BGL.
89	Lowering of 200mm dia MSERW 7.1mm thick plain pipe from GL to 60m BGL.
90	Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 60m BGL to 100m BGL.
91	Lowering of 150mm dia MSERW plain/slotted pipe 7.1mm thick from 100m BGL to 150m BGL.
92	MATERIALS
93	TUBE WELL: ASSEMBLY (As per IS 4270, IS 8110)
94	200mm dia size MSERW housing pipe 7.1mm thick including with 1 no 200 X 150mm dia M.S reducer 16mm thick, 1 no M.S. well cap 12mm thick , 08 no M.S. ring 100X12mm thick, M.S. S/I clamp ,T.W. Support (I Section) etc comp in all respect .
95	150 mm dia MSERW 7.1mm thick plain /slotted pipe including with 25 no M.S ring 100X12mm thick , 1 no M.S. bail plug , 08 no center guide etc comp in all respect.
96	PEA-GRAVEL (As per IS 4097)
97	1.60mm to 4.80mm size pea-gravel of Lalkuwan quarry duly screened, washed and proper stacking at site.
98	DEVELOPMENT OF TUBE WELL
99	Development of tube well by 250 PSI air compressor
100	Development of tube well by 250 PSI air compressor
101	Cutting of T.W. cover by gas cutter, re-welding of T.W. cover by Electric welding after complete development of work.
102	Development of tube well by 3 cusec O.P. Unit
103	Cutting of housing cover by gas cutter
104	Development of tube well by 1 cusec O.P. Unit.
105	Re-welding of Tube well cover by Electric welding
106	Chemical and bacteriological test.
107	PUMP SET:
108	600 LPM, suitable head 2900rpm submersible clear water pumping plant suitable to operate on 415+ %5 volt, 50 Hz, 3 phase A.C. supply (as per IS 8034-1989) (1 set), Switch gear with cubical panel (1 Set),
109	MAIN PIPING AND VALVES (1 Set), 100 MM dia 5.4 mm thick M.S. column pipe with both end flanged and groove for passing submersible cable in each length in 3.0m long 30 m with 1m long top pipe with cap (Dumdum) and sealing ring. ( 10 No), CI-A/F Tee of size 100 mm dia (1 No),CI-D/F Reflex Valv of size 100 mm dia (1 No) , M.S. distance piece of 100 mm dia 1.00m long 2 Nos. and 1.5m long 1 No.( 3 No), M.S. enlarger/reducer of suitable size. (1No), 100 mm dia sluice Valve 100 mm dia P.N. rating 1.6 Having following specification confirming (as per IS-14846-2000) (2No), 100 mm dia reflex Valve 100 mm dia P.N. rating 1.6 Having following specification confirming (as per IS-14846-2000), GAUGES: (1 set),Pressure gauge (1No),Depth gauge (1No), Other necessary fitting for gauges, control cock, Air hand pump steel airline 40m etc. (1Set), Tools and Spanners with Pipe Wrenche (1 Set), LIFTING TACKLE (REPUTED MADE) , 2 tones capacity 4.5 m lift, spur geared chain pulley block (1 No), Miscellaneous items (1 No), Painting of pumping plant (1 Job), Erection of pumping plant and Power wiring and earthing and other civil works. (1 Job), Commissioning & testing of pumping plant.( 1 Job), On account of watch & ward during Pump Installation (1 Job)
110	Supply & Erection of Servo Stabilizer of 20 KVA/ as per site requirements
111	Provision of Electronic type Dozer of 6 LPH capacity with 200 litre storage tank with accessories
112	Internal electrification of pump house and chlorinating room with wiring point for light with 1.0mm sq. P.V.C. insulated multi strand copper conductor cable in heavy gauge rigid P.V.C. conduit pipe on surface complete 14 S.W.G. copper earth continuously wire piano type switch and ceiling rose/angle batton holder on 3 mm. thichphenolic laminated back ligh sheet etc. complete in all respect as per I.E. rule including luminaries with 15 amp. Switch fuse unit.
113	Three Month Trial and Run with all Consumables and sodium hypo. Please Enable Macros to View BoQ information

Tender For Water Supply Scheme For Hon. Kashiram Ji Urban Poor Housing Scheme (176 Nos Awas) Nagar Panchayat Subeha Distt- Barabanki, Ayodhya-Uttar Pradesh

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