Providing Laying & Jointing Of Pipe Line With Pump Motor & Construction Of Open Well And Rcc Reservoir Of Various Rwss To Provide Fhtc Including One Year Defect Liability Period Of Various Svs & Mvs Under Jjm In The Jurisdiction Of Phed Block Bhim Divisio, Block Bhim Distt. Rajsamand-Rajasthan

TDR : 27734310

Tender Notice
Corrigendum Details
BOQ

Expired

Block Bhim Distt. Rajsamand , Rajasthan

Tender Brief : Corrigendum : Providing Laying & Jointing Of Pipe Line With Pump Motor & Construction Of Open Well And Rcc Reservoir Of Various Rwss To Provide Fhtc Including One Year Defect Liability Period Of Various Svs & Mvs Under Jjm In The Jurisdiction Of Phed Block Bhim Divisio

Document Fees
₹ 10000 /-

EMD
Refer document

Tender Value
₹ 13.85 Crore /-

Submission Date
29-06-2021

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	18-06-2021	Corri_05	Date	29-06-2021
2	08-06-2021	Corri_04	Date	17-06-2021
3	31-05-2021	Corri_03	Date	09-06-2021
4	26-05-2021	corri_02	Date	03-06-2021
5	12-05-2021	Corri 01	Date	27-05-2021

Name of Work: Providing Laying & Jointing of Pipe Line with Pump Motor & Construction of open well and RCC reservoir of various RWSS to provide FHTC including one year Defect Liability period of various SVS & MVS under JJM in the jurisdiction of PHED Block Bhim Division Amet District Rajsamand
	Sl.No.	Item Description	Item Code / Make	Quantity	Units
1	1	10 Nos Water Supply Scheme in Block Bhim	1
2	2	Construction of RCC open wells -7 Nos (4.00 mtr dia & 25 mtr depth) & 14 Nos (4.00 mtr dia & 20 mtr depth)	2
3	3	E/W in excavation in F/Tor drains inclg. dressing sides & ramming bottoms, lift up to 1.5 m inclg. taking out excavated soil and depositing,refilling jhiri with watering, ramming and disposal of surplus excavated soil as directed within lead 50m All kinds	3
4	4	From 0.00 to 3.00 mtr BGL	4	1260	/Cum
5	5	E/W in excavation in F/Tor drains inclg. dressing sides & ramming bottoms, lift up to 1.5 m inclg. taking out excavated soil and depositing,refilling jhiri with watering, ramming and disposal of surplus excavated soil as directed within lead 50m	5
6	6	Ordinary rock	6
7	7	From 3.00 to 4.00 mtr BGL	7	630	/Cum
8	8	Hard rock (requiring blasting) useful material 30 %	8
9	9	From 4.00 to 25.00 mtr BGL	9	4567	/Cum
10	10	Recovery of Hard rock useful material 30%	10	1370.1	/Cum
11	11	Add extra over item No 2.1 and 2.2 for every additional; lift of 1.5 m or part thereof.	11
12	12	In All Kind of soil	12
13	13	From 1.50 to 3.00 mtr BGL	13	630	/Cum
14	14	In ordinary rock and hard rock	14
15	15	From 3.00 to 4.50 mtr BGL	15	630	/Cum
16	16	From 4.50 to 6.00 mtr BGL	16	630	/Cum
17	17	From 6.00 to 7.50 mtr BGL	17	399	/Cum
18	18	From 7.50 to 9.00 mtr BGL	18	399	/Cum
19	19	From 9.00 to 10.50 mtr BGL	19	399	/Cum
20	20	From 10.50 to 12.00 mtr BGL	20	399	/Cum
21	21	From 12.00 to 13.50 mtr BGL	21	399	/Cum
22	22	From 13.50 to 15.00 mtr BGL	22	399	/Cum
23	23	From 15.00 to 16.50 mtr BGL	23	399	/Cum
24	24	From 16.50 to 18.00 mtr BGL	24	399	/Cum
25	25	From 18.00 to 19.50 mtr BGL	25	399	/Cum
26	26	From 19.50 to 21.00 mtr BGL	26	217	/Cum
27	27	From 21.00 to 22.50 mtr BGL	27	133	/Cum
28	28	From 22.50 to 24.00 mtr BGL	28	133	/Cum
29	29	From 24.00 to 25.00 mtr BGL	29	91	/Cum
30	30	Add extra over item no 2.1 and 2.2 for excavation in saturated soil where pumping or bailing out of water is required including shorting strutting where required and dewatering.(Respective applicable rates)	30
31	31	From 10.00 to 10.50 mtr BGL	31	126	/Cum
32	32	From 10.50 to 12.00 mtr BGL	32	399	/Cum
33	33	From 12.00 to 13.50 mtr BGL	33	399	/Cum
34	34	From 13.50 to 15.00 mtr BGL	34	399	/Cum
35	35	From 15.00 to 16.50 mtr BGL	35	399	/Cum
36	36	From 16.50 to 18.00 mtr BGL	36	399	/Cum
37	37	From 18.00 to 19.50 mtr BGL	37	399	/Cum
38	38	From 19.50 to 21.00 mtr BGL	38	217	/Cum
39	39	From 21.00 to 22.50 mtr BGL	39	133	/Cum
40	40	From 22.50 to 24.00 mtr BGL	40	133	/Cum
41	41	From 24.00 to 25.00 mtr BGL	41	91	/Cum
42	42	Centering & shuttering with ply wood or steel sheets including strutting , propping, barcing both ways with wooden members and removal of form work up to floor three level for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course.Add extra for shuttering in circular work in plan up to dia 10 m over item no 2.6.1	42	1628.4	/Sqm
43	43	Centering & shuttering with ply wood or steel sheets including strutting , propping, barcing both ways with wooden members and removal of form work up to floor three level for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course.Add extra for shuttering in circular work in plan up to dia 10 m over item no 2.6.1	43	1891.96	/Sqm
44	44	Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three level	44
45	45	Thermo mechanically treated bars (conforming to relevant IS:1786.)	45	6128.82	/Kg.
46	46	Thermo mechanically treated bars (conforming to relevant IS:1786.)	46	8935.96	/Kg.
47	47	Providing and layiny in position specified grade of cement concrete for RCC Structure elements upto floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement ; 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement for :	47
48	48	Walls (any thickness) including attached pilasters buttresses, plinth and string courses fillets columns pillars pears abutments posts struts etc.	48
49	49	M20 grade nominal mix (with graded stone aggregate 20mm nominal size)	49	288.46	/Cum
50	50	Structural steel work in single section fixed with connecting plate including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr. height	50
51	51	In flates, tees, angles & Channals	51	1250	/Kg.
52	52	In flates, tees, angles & Channals	52	500	/Kg.
53	53	In R.S. Joists	53	1750	/Kg.
54	54	Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with hold fast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide (as per design ).	54	100	/Kg.
55	55	Providing and fixing welded mesh / expanded metal mesh in frame work, flate iron beading 203 mm including top cross laps inside and out side welding , iron bots, screws, clips etc. complete (excluding frame work) of side (as per design ). Welded mesh2525*16gauge	55	263.76	/Sqm
56	56	Deepening and Desilting and Repairing of existing open well	56
57	57	E/W in excavation in F/Tor drains inclg. dressing sides & ramming bottoms, lift up to 1.5 m inclg. taking out excavated soil and depositing,refilling jhiri with watering, ramming and disposal of surplus excavated soil as directed within lead 50m All kinds	57
58	58	From 18.00 to 19.00 mtr BGLShekhawas	58	26	/Cum
59	59	From 11.00 to 13.00 mtr BGL Bar	59	50	/Cum
60	60	From 15.00 to 17.00 mtr BGL Barjal	60	50	/Cum
61	61	E/W in excavation in F/Tor drains inclg. dressing sides & ramming bottoms, lift up to 1.5 m inclg. taking out excavated soil and depositing,refilling jhiri with watering, ramming and disposal of surplus excavated soil as directed within lead 50m	61
62	62	Ordinary rock	62
63	63	From 19.00 to 20.00 mtr BGL shekhawas	63	26	/Cum
64	64	From 13.00 to 20.00 mtr BGL Bar	64	176	/Cum
65	65	From 17.00 to 20.00 mtr BGL Bar	65	76	/Cum
66	66	Add extra over item No 2.1 and 2.2 for every additional; lift of 1.5 m or part thereof.	66
67	67	In ordinary rock and hard rock	67
68	68	From 11.00 to 12.00 mtr BGL	68	26	/Cum
69	69	From 12.00 to 13.50 mtr BGL	69	72	/Cum
70	70	From 13.50 to 15.00 mtr BGL	70	72	/Cum
71	71	From 15.00 to 16.50 mtr BGL	71	76	/Cum
72	72	From 16.50 to 18.00 mtr BGL	72	76	/Cum
73	73	From 18.00 to 19.50 mtr BGL	73	114	/Cum
74	74	From 19.50 to 20.00 mtr BGL	74	36	/Cum
75	75	Add extra over item no 2.1 and 2.2 for excavation in saturated soil where pumping or bailing out of water is required including shorting strutting where required and dewatering.(Respective applicable rates)	75
76	76	From 11.00 to 12.00 mtr BGL	76	26	/Cum
77	77	From 12.00 to 13.50 mtr BGL	77	38	/Cum
78	78	From 13.50 to 15.00 mtr BGL	78	38	/Cum
79	79	From 15.00 to 16.50 mtr BGL	79	76	/Cum
80	80	From 16.50 to 18.00 mtr BGL	80	76	/Cum
81	81	From 18.00 to 19.50 mtr BGL	81	114	/Cum
82	82	From 19.50 to 20.00 mtr BGL	82	36	/Cum
83	83	Centering & shuttering with ply wood or steel sheets including strutting , propping, barcing both ways with wooden members and removal of form work up to floor three level for:Walls (any thickness) including attached pilasters, buttresses, plinth and string course.Add extra for shuttering in circular work in plan up to dia 10 m over item no 2.6.1	83	300	/Sqm
84	84	Providing and fabricating reinforcement for RCC work including straightening, cutting, bending, placing in position in binding (including cost of binding wire ) all complete up to floor three level	84
85	85	Thermo mechanically treated bars (conforming to relevant IS:1786.)	85	600	/Kg.
86	86	Providing and layiny in position specified grade of cement concrete for RCC Structure elements upto floor three level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement ; 3 coarse sand) and making good the joints excluding the cost of centering shuttering and reinforcement for :	86
87	87	Walls (any thickness) including attached pilasters buttresses, plinth and string courses fillets columns pillars pears abutments posts struts etc.	87
88	88	M20 grade nominal mix (with graded stone aggregate 20mm nominal size)	88	24	/Cum
89	89	Structural steel work in single section fixed with connecting plate including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr. height	89
90	90	In flates, tees, angles & Channals	90	600	/Kg.
91	91	In R.S. Joists	91	300	/Kg.
92	92	Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with hold fast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide (as per design ).	92	600	/Kg.
93	93	Providing and fixing welded mesh / expanded metal mesh in frame work, flate iron beading 203 mm including top cross laps inside and out side welding , iron bots, screws, clips etc. complete (excluding frame work) of side (as per design ). Welded mesh2525*16gauge	93	75.36	/Sqm
94	94	Construction of RCC OHSR / GLSR	94
95	95	Construction of RCC INTZE type Head Service Reservoir of following capacity and staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges including providing and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height of ground level to top level, chambers for all valves, providing and applying three coats of cement paint to the external surfaces of container, column, bracing, carbonation paint on external surface of top dome, food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightness test as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required),painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work .	95
96	96	The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete.	96
97	97	Following rates are for seismic zone II. For zone III, these rates shall be increased by 4% and for zone IV, these rates shall be increased by 9%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones.	97
98	98	Rates for RCC OHSR, SBC 10T/sqm, seismic zone II and Staging 18 Meter.	98
99	99	At Village Shekhawas	99
100	100	150 KL ,18 Mtr staging OHSR in village	100	150000	/Lit.
101	101	At Village Borwa	101
102	102	100 KL ,18 Mtr staging OHSR in village	102	100000	/Lit.
103	103	At Village Sadabhoj Ka Badiya	103
104	104	100 KL ,18 Mtr staging OHSR in village	104	100000	/Lit.
105	105	At Village Bar	105
106	106	150 KL ,18 Mtr staging OHSR in village	106	150000	/Lit.
107	107	At Village Kesharpura, Bhopalgarh & Hathoon Garh	107
108	108	150 KL , 20 Mtr staging OHSR in village	108	150000	/Lit.
109	109	Forstagging 20 mtr aad 5%	109	150000	/Lit.
110	110	Construction of RCC flat slab Over Head Service Reservoir of following capacity and staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges including providing and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height of ground level to top level, chambers for all valves, providing and applying three coats of cement paint to the external surfaces of container, column, bracing, carbonation paint on external surface of top dome, food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightness test as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required), painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work .	110
111	111	The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete.	111
112	112	Following rates are for seismic zone II. For zone III, these rates shall be increased by 4% and for zone IV, these rates shall be increased by 9%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones.	112
113	113	Rates for RCC OHSR, SBC 10T/sqm, seismic zone II and Staging 18 Meter.	113
114	114	At Motagurha	114
115	115	75 KL ,18 Mtr staging OHSR in village	115	75000	/Lit.
116	116	At Village Lagetkhera	116
117	117	75 KL , 18 Mtr staging OHSR in village	117	75000	/Lit.
118	118	At VillagePipli Ka Badiya	118
119	119	75 KL , 18 Mtr staging OHSR in village	119	75000	/Lit.
120	120	Construction of RCC Circular Ground Service Reservoirs on Hillock of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab/dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion and food grade epoxy paint to inner face of the container and dome/slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar, ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work. For capacity up to 500 KL.	120
121	121	The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete.	121
122	122	At Village Dhana	122
123	123	50 KL Capacity - 1 Nos	123	50000	/Lit.
124	124	50 KL Capacity - 1 Nos	124	50000	/Lit.
125	125	At Village Rama Thakur Ka Badiya (Borwa)	125
126	126	30 KL Capacity - 1 Nos	126	30000	/Lit.
127	127	At Village Roda	127
128	128	30 KL Capacity - 1 Nos	128	30000	/Lit.
129	129	At Village Devniya	129
130	130	60 KL Capacity - 1 Nos	130	60000	/Lit.
131	131	At Village Sadaran	131
132	132	120 KL Capacity - 1 Nos	132	120000	/Lit.
133	133	At Village Barjal	133
134	134	250 KL Capacity - 1 Nos	134	250000	/Lit.
135	135	Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.	135
136	136	Inlet pipe, Outlet pipe & Over flow - 150 mm dia	136	132	/mtr
137	137	Inlet pipe, Outlet pipe & Over flow - 100 mm dia	137	446	/mtr
138	138	Washout - 100 mm dia	138	156	/mtr
139	139	Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work.	139
140	140	Manually Operated CI Sluice valve of Class PN-1.0	140
141	141	80 mm HW	141	7	/Each
142	142	100 mm HW	142	43	/Each
143	143	150 mm HW	143	9	/Each
144	144	Earth work in excavation over areas (exceeding 30cm depth, 1.5 mtr in width and 10 SQM in plan) for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil	144	200	/Cum
145	145	Earth work in excavation over areas (exceeding 30cm depth, 1.5 mtr in width and 10 SQM in plan) for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter. Ordinary Rock	145	50	/Cum
146	146	Earth work in excavation over areas (exceeding 30cm depth, 1.5 mtr in width and 10 SQM in plan) for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil	146	200	/Cum
147	147	Earth work in excavation over areas (exceeding 30cm depth, 1.5 mtr in width and 10 SQM in plan) for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter. Ordinary Rock	147	150	/Cum
148	148	Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6\n	148
149	149	100 mm dia.	149	2	/Each
150	150	150 mm dia.	150	16	/Each
151	151	Providing ,Laying, Jointing & Testing of Rising main Pipeline in village Shekhawas	151
152	152	Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per 15:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382- 1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)\nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.	152
153	153	DI K-7 Pipe 100 mm dia	153	16775	/mtr
154	154	DI K-7 Pipe 80 mm dia	154	5675	/mtr
155	155	Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work.	155
156	156	Manually Operated CI Sluice valve of Class PN-1.0	156
157	157	80 mm HW	157	22	/Each
158	158	100 mm HW	158	20	/Each
159	159	Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended upto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS:6418 or screwed type shall have external pipe threads conforming to IS:554, Fasteners - CS. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.\nNote: Rates are exclusive of connecting tee, pipe piece and earth work.	159
160	160	Class PN 1.6	160
161	161	25 mm S-2 Type	161	20	/Each
162	162	50 mm S-2 Type	162	9	/Each
163	163	Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV) of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats of black Japan paints conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside. Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410, Hinge Malleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work.\n19.36.1 PN 1.0 rating	163
164	164	80 mm dia	164	9	/Each
165	165	100 mm dia	165	21	/Each
166	166	Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per IS 5312 (part -1):2004 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS.Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR \"O\" ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work.	166
167	167	Class PN 1.0/1.6	167
168	168	80 mm dia	168	5	/Each
169	169	Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottons, lift upto 1.5 mt. including taking the excavated soil and depositing the refilling of Jhiri with watering and ramming and disposal of surplus excavated.	169
170	170	All kind of soil.	170	4457.56	/Cum
171	171	Excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 mtr. including taking out the excavated soil and depositing and refilling of Jhiri, with watering and ramming and disposals of surplus excavated	171
172	172	Ordinary rock	172	3021	/Cum
173	173	Hard rock (Required Blasting) (Usefull material 30 %)	173	1356	/Cum
174	174	Hard rock (Blasting Prohibited) (Usefull material 30 %)	174	1287	/Cum
175	175	Recovery for useful material	175	792.9	/Cum
176	176	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr.	176
177	177	In all type of soil	177
178	178	For HDPE pipe line dia up to 110 mm	178	2381.25	/mtr
179	179	In soft Rock	179
180	180	For HDPE pipe line dia up to 110 mm	180	635	/mtr
181	181	In Hard Rock ( Blasting prohibited)	181
182	182	For dia of pipe up to 150 mm nominal.	182	158.75	/mtr
183	183	Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.	183	50	/Cum
184	184	Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.	184
185	185	M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm\nnominal size).	185	62	/Cum
186	186	Demolishing of cement concrete road including disposal of material with in 50 mtr lead.(1:3:6 mix).	186	217	/Cum
187	187	Providing and laying in position cement concrete including curing compaction etc. complete in specified grade excluding the cost of centering and shuttering.All work up to plinth level using crusher broken aggregate. M-15 grade nominal mix (With graded stone 20mm nomtnal size).	187	221.5	/Cum
188	188	carriage of earth, sand, lime, moorum, manure or sludge, building rubbish, stone metal( girt and ballast etc), stone for masonry work and soling and excavated rock etc including loading uploading and stacking if required complete in all respect. (Beyond 2 km)	188	100	/Cum
189	189	carriage of earth, sand, lime, moorum, manure or sludge, building rubbish, stone metal( girt and ballast etc), stone for masonry work and soling and excavated rock etc including loading uploading and stacking if required complete in all respect. (Beyond 4 km)	189	100	/Cum
190	190	Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths Dl standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 5382 1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complere including all marerial, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work)	190
191	191	AJS Tee , Bend, Reducer (All End Socketed)	191
192	192	Upto 300 mm Diameter	192	350	/kgs
193	193	Construction of Air Valve shaft 50 mm dia as per drawing - 3 Nos	193
194	194	Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil.	194	2.312	/Cum
195	195	Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:3:6 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size	195	0.289	/Cum
196	196	Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for Walls (any thickness) including attached pilasters, buttresses plinth and string course.	196	64.8	/Sqm
197	197	Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code)	197	202.692	/Kgs
198	198	Reinforced cement concrete work in walls (anythickness) including attached pilasters, butteresses, plinth and strings courses, fillets, columns, pillars, piers abutments, posts and strutsetc upto floor three level including curing, compactions , finishing with rendering in cement sandmortar 1:3 (1 cement:3 coarse sand) making good the joints excluding cost of centering shuttering and reinforcement 1:1.5:3 (1 cement :1.5 sand ;3 stone aggregates 20mm size)	198	1.897	/Cum
199	199	Deduction fro MS pipe	199
200	200	Providing & Fixing MS Pipe with specials	200	283.07	/Kgs
201	201	Construction of Air Valve shaft 25 mm dia as per drawing -13 Nos	201
202	202	Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter. All kinds of soil.	202	7.349	/Cum
203	203	Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:3:6 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size	203	1.224	/Cum
204	204	Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for Walls (any thickness) including attached pilasters, buttresses plinth and string course.	204	208.8	/Sqm
205	205	Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code)	205	659.23	/Kgs
206	206	Reinforced cement concrete work in walls (anythickness) including attached pilasters, butteresses, plinth and strings courses, fillets, columns, pillars, piers abutments, posts and strutsetc upto floor three level including curing, compactions , finishing with rendering in cement sandmortar 1:3 (1 cement:3 coarse sand) making good the joints excluding cost of centering shuttering and reinforcement 1:1.5:3 (1 cement :1.5 sand ;3 stone aggregates 20mm size)	206	5.951	/Cum
207	207	Deduction fro MS pipe	207
208	208	Providing & Fixing MS Pipe with specials	208	689.52	/Kgs
209	209	Construction of Thrust Block - 10 Nos	209
210	210	additional E/W in excavation in F/Tor drains inclg. dressing sides & ramming bottoms, lift up to 1.5 m inclg. taking out excavated soil and depositing,refilling jhiri with watering, ramming and disposal of surplus excavated soil as directed within lead 50m. hard rock (required blasting) useful materials 30 %	210	0.6	/Cum
211	211	Providing & laying in position cement concrete inclg. curing compaction etc. complete in specified grade exclg. the cost of centering and shuttering - All wotk up to plinth level.\n1:4:8 (1cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size).	211	0.68	/Cum
212	212	Centring and shuttering with Ply-wood or steel sheets inclg. strutting, proppiing bothways and removal of form work for superstructure up to 4.5 m height above plinth level for lintel, chajjas, roof, staircase, balcony, bedplate etc.	212	16.8	/Sqm
213	213	P&L C.C. in RCC work for suspended floors, roof, girders, having slope up to 15 degree, landings, balconies, shelves, lintels, bands, plain window sills, beam, staircase etc upto 4.5 m height above plinth M-20 grade mix 1:1.5:3 (1cement :1.5coarsesand :3graded stone agg. 20 mm nom.size) inclg. curing compaction finishing with rendering in CSM 1:3 exclg cost of cent. & shuttering.	213	2.2	/Cum
214	214	P& F steel reinforcement for RCC work inclg. Straightening, cutting, bending, placing in position & binding complete inclg. cost of binding wire all complete up to floor three level.\nHot Rolled Deformed ( IS :1139) cold twisted (IS:1786) bars.	214	76.4	/Kgs
215	215	Construction of Saddle pillar -6 Nos	215
216	216	additional E/W in excavation in F/Tor drains inclg. dressing sides & ramming bottoms, lift up to 1.5 m inclg. taking out excavated soil and depositing,refilling jhiri with watering, ramming and disposal of surplus excavated soil as directed within lead 50m. hard rock (required blasting) useful materials 30 %	216	6.773	/Cum
217	217	Providing & laying in position cement concrete inclg. curing compaction etc. complete in specified grade exclg. the cost of centering and shuttering - All wotk up to plinth level.\n1:4:8 (1cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size).	217	1.44	/Cum
218	218	Centring and shuttering with Ply-wood or steel sheets inclg. strutting, proppiing bothways and removal of form work for superstructure up to 4.5 m height above plinth level for lintel, chajjas, roof, staircase, balcony, bedplate etc.	218	32.46	/Sqm
219	219	P&L C.C. in RCC work for suspended floors, roof, girders, having slope up to 15 degree, landings, balconies, shelves, lintels, bands, plain window sills, beam, staircase etc upto 4.5 m height above plinth M-20 grade mix 1:1.5:3 (1cement :1.5coarsesand :3graded stone agg. 20 mm nom.size) inclg. curing compaction finishing with rendering in CSM 1:3 exclg cost of cent. & shuttering.	219	2.34	/Cum
220	220	P& F steel reinforcement for RCC work inclg. Straightening, cutting, bending, placing in position & binding complete inclg. cost of binding wire all complete up to floor three level.\nHot Rolled Deformed ( IS :1139) cold twisted (IS:1786) bars.	220	44.16	/Kgs.
221	221	Providing, Laying, Jointing and Testing of Distribution pipeline	221
222	222	Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.	222
223	223	DI K-7 Pipe 150 mm dia	223	1605	/mtr
224	224	DI K-7 Pipe 100 mm dia	224	11602	/mtr
225	225	DI K-7 Pipe 80 mm dia	225	8191	/mtr
226	226	Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . \nNote : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.\nSupply may be in coil or straight length in 6 M/12 M.	226
227	227	HDPE PE-80 PN-6	227
228	228	90 mm dia	228	31834	/mtr
229	229	75 mm dia	229	25598	/mtr
230	230	Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work.	230
231	231	Manually Operated CI Sluice valve of Class PN-1.0	231
232	232	80 mm	232	82	/Each
233	233	100 mm	233	51	/Each
234	234	150 mm	234	3	/Each
235	235	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr.	235
236	236	In all type of soil	236
237	237	For HDPE pipe line dia up to 110 mm	237	41926.8	/Per mtr
238	238	In soft Rock	238
239	239	For HDPE pipe line dia up to 110 mm	239	12810.7	/Per mtr
240	240	In Hard Rock ( Blasting prohibited)	240
241	241	For dia of pipe up to 150 mm nominal.	241	4939.55	/Per mtr
242	242	E/ W For DI Line	242
243	243	Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottons, lift upto 1.5 mt. including taking the excavated soil and depositing the refilling of Jhiri with watering and ramming and disposal of surplus excavation earth	243
244	244	All kind of soil.	244	4866.15	/Cum
245	245	Excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 mtr. including taking out the excavated soil and depositing and refilling of Jhiri, with watering and ramming and disposals of surplus excavated	245
246	246	Ordinary rock	246	3107	/Cum
247	247	Hard rock (Required Blasting) (Usefull material 30 %)	247	1431	/Cum
248	248	Hard rock (Blasting Prohibited) (Usefull material 30 %)	248	1226	/Cum
249	249	Recovery for useful material	249	797.1	/Cum
250	250	carriage of earth, sand, lime, moorum, manure or sludge, building rubbish, stone metal( girt and ballast etc), stone for masonry work and soling and excavated rock etc including loading uploading and stacking if required complete in all respect. (Beyond 2 km)	250	350	/Cum
251	251	carriage of earth, sand, lime, moorum, manure or sludge, building rubbish, stone metal( girt and ballast etc), stone for masonry work and soling and excavated rock etc including loading uploading and stacking if required complete in all respect. (Beyond 4 km)	251	350	/Cum
252	252	Providing, installation, testing and commissioning of Bulk Flow Meter with removable mechanism class \"B\" confirming to ISO: 4064/1 including all materials (excluding CI/DI fittings) and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipe line etc complete in all respect as per technical specification and as per direction of Engineer. \n	252
253	253	BFM100 for DN 100 mm	253	3	/Each
254	254	BFM150 for DN 150 mm ,Barjal	254	2	/Each
255	255	Demolishing of cement concrete road including disposal of material with in 50 mtr lead.(1:3:6 mix).	255	521	/Cum
256	256	Providing and laying in position cement concrete including curing compaction etc. complete in specified grade excluding the cost of centering and shuttering.All work up to plinth level using crusher broken aggregate. M-15 grade nominal mix (With graded stone 20mm nomtnal size).	256	523.75	/Cum
257	257	Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.	257	372	/Cum
258	258	Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.	258
259	259	M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm\nnominal size).	259	363.55	/Cum
260	260	Supply, fabricating & fixing of anodised (20 to 25 micron) Aluminum ladder of 450mm wide with 2 nos rectangular section of 65 x 35 mm (3 mm thick) as vertical post and 25 mm bars steps at 300 mm c/c complete in all respect as per the specification and the direction of the Engineer.	260	95	/Per mtr
261	261	Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths Dl standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 5382 1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complere including all marerial, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work)	261
262	262	AJS Tee , Bend, Reducer (All End Socketed)	262
263	263	Upto 300 mm Diameter	263	300	/Kgs
264	264	Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6\n	264
265	265	80 mm dia.	265	10	/Each
266	266	100 mm dia.	266	25	/Each
267	267	150 mm dia.	267	6	/Each
268	268	B. Construction of Valve/ NRV Chembers	268
269	269	Construction of RCC valve chamber for different type of valves including earthwork excavation, 100mm PCC M10 (1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as leveling course, RCC M20 grade (1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) for base slab, side wall & cover slab all 125mm thick with C.I. surface box with hinged cover 100x100x75mm (deep), including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as directed by Engineer.	269
270	270	60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve	270	16	/Each
271	271	Providing & Installation of Pumping mechieries and accessories at Proposed and existing open well	271
272	272	Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee.	272
273	273	2 Nos Pump Sets x 2.238 kw Each (D= 1.22 LPS, H=30mtr , H.P. = 3.00, Barjal	273	2	/Each
274	274	2 Nos Pump Sets Each (Q- 7.71 LPS / H- 55m,HP- 12.5) for For CWR to proposed GLSR, Barjal	274	2	/Each
275	275	Supply, installation, testing and commissioning of MNRE approved off Grid Solar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and MS fabricated structure 120 micron hot dip galvanized iron , showing arrangement of panel in available space and installation of PV module on frame structure such that minimum height of lower edge of panel shall be 4.0 mtr from ground level to safeguard against damage and theft as per indicative drawing enclosed with the bid document. The foundation of structure shall be in RCC. Mounting structure shall be suitably designed to withstand wind velocity up to 150km/hr. The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge. \nNote: There shall be 5 year service warranty for solar panel and mounting structure and suitable provision shall be included in tender document.	275
276	276	3 No 5 HP , at Borwa	276	11190	/Watts
277	277	3 No 5 HP , at Sada Bhoj Ka Badiya	277	11190	/Watts
278	278	1 No 5 HP , at Kesharpura, Lagetkhera & Hathoongarh	278	5000	/Watts
279	279	1 No 5 HP , at Lagetkhera& Pilpi Ka Badiya	279	5000	/Watts
280	280	2No 5 HP , at Sadaran	280	7460	/Watts
281	281	Providing, installation, testing and commissioning of AC submerssible pump sets with inbuilt or individual solar pump controller with Maximum power point tracking (MPPT) for optimally use the solar panel and maximize water discharge to deliver maximum water during the day.\nSolar pump shall be of Stainless steel construction and performance shall be as per scope of work and minimum lift of water shall be as per defined in scope .\nPump controller shall have Adequate protection against dry operation of motor pump set, and against hails and storms. Full protection against open circuit, accidental short circuit and reverse polarity should be provided. A good reliable on/off switch be provided. The cable shall be ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date ( standard insulation) and conductor as per class 5 of IS 8130:1980 or amended up to date.\nThe duty condition of pump set shall be as per scope of work and entire work shall be executed as per technical specification and direction of Engineer in charge.	281
282	282	5.0 HP Each (Q- 1.42 LPS , H- 100 m) For Proposed OW at Borwa	282	3	/Each
283	283	5.0 HP Each (Q- 0.9 LPS , H- 60 m) For Prop OW , at Borwa	283	2	/Each
284	284	5.0 HP Each (Q- 1.74 LPS , H- 70 m) For Proposed OW 1 at Sadbhoj Ka Badiya	284	2	/Each
285	285	5.0 HP Each (Q- 2.12 LPS , H- 60 m) For Prop OW 2 , at Sadbhoj Ka Badiya	285	1	/Each
286	286	3.0 HP Each (Q- 1.04 LPS , H- 60 m) For Prop OW 3 , at Sadbhoj Ka Badiya	286	1	/Each
287	287	5.0 HP Each (Q- 1.66 LPS , H- 65 m) For Proposed OW 1 at Kesharpura,Bhopalgarh &Hathoongarh	287	2	/Each
288	288	5.0 HP Each (Q- 1.77 LPS , H- 60 m) For Prop OW 2 , at Lagetkhera	288	2	/Each
289	289	5.0 HP Each (Q- 2.03 LPS , H- 60 m) For Prop OW 2 , at Proposed OW 1 & 2 , Sadaran	289	3	/Each
290	290	Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee.	290
291	291	3 Nos Pump Sets x 3.73 kw Each (Q- 2.5 LPS H- 65 m) For Existing OW 1 & 2 At Shekhawas	291	3	/Each
292	292	3 Nos Pump Sets x 3.73 kw Each (Q- 2.5 LPS H- 65 m) For Proposed OW 1 & 2 At Shekhawas	292	3	/Each
293	293	2 Nos Pump Sets x 3.73 kw Each (Q- 2.5 LPS H- 70 m) For Proposed OW At Dhana	293	2	/Each
294	294	2 Nos Pump Sets x 3.73 kw Each (Q- 1.74 LPS H- 70 m) For Existing OW sadabhoj Ka Badiya	294	2	/Each
295	295	3 Nos Pump Sets x 3.73 kw Each (Q- 1.88 LPS H- 65 m) For Existing OW1 & 2 Bar	295	3	/Each
296	296	2 Nos Pump Sets x 3.73 kw Each (Q- 1.88 LPS H- 65 m) For propoaed OW Bar	296	2	/Each
297	297	2 Nos Pump Sets x 3.73 kw Each (Q- 2.26 LPS H- 60 m) For existing OW Motagurha	297	2	/Each
298	298	3 Nos Pump Sets x 3.73 kw Each (Q- 1.66 LPS H- 65 m) For Proposed OW 2& 3 kesharpura, Bhopalgarh & hathoongarh	298	3	/Each
299	299	3 Nos Pump Sets x 3.73 kw Each (Q- 1.66 LPS H- 65 m) For Proposed OW 2& 3 Lagetkhera & Pipli Ka Badiya	299	3	/Each
300	300	5 Nos Pump Sets x 3.73 kw Each (Q- 1.77PS H- 65 m) For Exixting Open well 1 & 2 and proposed OW 1, Barjal	300	5	/Each
301	301	3 Nos Pump Sets x 3.73 kw Each (Q- 1.74PS H- 65 m) For Exixting Open well 1 & 2 and proposed OW 2 & 3, Barjal	301	3	/Each
302	302	Supply and Fixing of Electric control feeder panel comprising of suitable rating MCCB , Fully automatic star-delta starter, over load relay , ampere meter with CTs, Volt meter , Phase prevender, suitable starting capacitors, phase indicators, lighting arrangement etc complete suitable for three phase pump set . The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 guage M.S. Sheet with powder coating. panel should be of minimum size 35 x 35 x 5 mm ) duly bolted/screwed with enclosure box having 4 legs. each leg's length 18\" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plate form. The size of CC plateform should be equal or bigger than the base size of panel feeder panel having height of at least 200 mm from ground level. The panel should having opening of suitable size in front of space for engery meter with glass for meter reading. operation of panel should be suitable for on 440 volt.	302
303	303	Above 5.00 HP & upto 10 HP	303	35	/Each
304	304	Supply, installation, testing and commissioning of Remote monitoring unit on off grid solar controller for remote ON/OFF, parameter setting, monitoring and troubleshooting through mobile etc. complete. Web charges and data charges for 5 year during service warranty etc. complete in all respect as per technical specification and as per direction of Engineer.	304	6	/Each
305	305	Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.	305
306	306	MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet)	306	1000	/Each
307	307	MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet)	307	200	/Each
308	308	Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover.	308
309	309	0 to 10.0 kg/cm²	309	33	/Each
310	310	Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. : 3 core 4.0 mm2	310	1860	/Per mtr
311	311	Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.	311
312	312	4core 10.00 Sq. mm	312	890	/Per mtr
313	313	Providing & Lowering in tube well ISI marked GI Pipe “B\" class as per IS:1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.	313
314	314	50 mm dia	314	789	/Per mtr
315	315	Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set.	315	89	/Each
316	316	Only Lowering of the submersible pump set in to tube well along with submersible cable,lowering pipes depth up to 120 mtr, specials etc and coiommissioning of the tube well . The job also include cables jointing, checking of discharge of pump set , interconnection of lowering pipe from nearby distribution pipeline, checking of the strater and reporing for completion of job or fault/problem if any.	316
317	317	For three phase pump set	317
318	318	G.I. Double Flanged Pipe Lowering Assembly of nominal dia	318
319	319	50 mm dia	319	29	/Each
320	320	Installation of submersible motor pump set in open well at various location including transportation of tripod, chain pulley and any other material required for lowering purpose, making electric connection and inter connection with existing system complete in all respect.	320	4	/Each
321	321	Construction of pump Room at Proposed CWR site of size 4.0 m X 6.0 m at Barjal	321
322	322	Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect.	322	24	/Sqm
323	323	Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect.	323	7.8	/mtr
324	324	ELECTRIC FITTING	324
325	325	Wiring of light point/fan point/ exhaust fan point/call bell point with 1.5 Sq.mm FR PVC insulated unsheathed solid/stranded aluminium conductor1.1 KV grade and 2.5 sq.mm. PVC insulated unsheathed solid/stranded aluminium earth conductor 1.1 KV grade (IS: 694) of approved make in surface/recessd ISI marked medium duty PVC conduit & it's Accessories, round tiles, 18 SWG M.S. box with earthing terminal, 6 Amp switch, 3.0 mm thick phenolic laminated sheet, zinc plated / brass etc. as required. Group 2	325
326	326	Short Point (upto 3 mtr.)	326	25	/Each
327	327	Medium Point (upto 6 mtr.)	327	25	/Each
328	328	Long Point (upto 10 mtr.)	328	25	/Each
329	329	Wiring of 3 pin 5 Amp light plug point with 1.5Sq.mm FR PVC insulated unsheathed solid/stranded aluminium conductor 1.1 KV grade and 1.5 sq.mm. PVC insulated solid/stranded aluminium conductor 1.1 KV grade(IS: 694) of approved make in surface/ recessed ISI marked medium duty PVC conduit & it's Accessories, round tiles, 18SWG M.S. box with earthing terminal, 6 Amp switch & 6 Amp socket, 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup, Group 2	329
330	330	Short Point (upto 3 mtr.)	330	8	/Each
331	331	Supplying and fixing of power plug point accessories on 18 SWG metal box of size175 x 100 x 60 mm on surface or in recessed with suitable size of phenolic laminated sheet cover inculding cost of 6 pin 16 amp switch & socket outlet making connection etc. as required. Group 2	331	4	/Each
332	332	Supplying and drawing FR PVC insulated &unsheathed flexible copper conductor ISI marked(IS:694) of 1.1 KV grade and approved make in existing surface or recessed conduit/casing capping including making connections etc. as required. Group 2	332
333	333	2 x 2.5 sq.mm + 1 x 1.5 sq.mm	333	80	/mtr
334	334	2 x 4 sq.mm + 1 x 2.5 sq.mm	334	49	/mtr
335	335	Supplying and Fixing following sizes (dia) of ISI marked medium duty PVC conduit along with accessories in surface / recessed using saddles, clamps, fastener as required including cutting with wall and making good the same as required	335
336	336	25 mm Group2	336	80	/mtr
337	337	P& F sheet for T.W. Boxes or C.I. Boxes including making holes for switches etc. with brass washers and screws complete as required. Phenolic sheet with bakelite sheet 4.8 mm thick	337	5	/Sqm
338	338	P&F Phenolic laminate sheet 2.0 mm thick of size 75mm dia including screws, cup washers etc. as required	338	8	/Each
339	339	P&F surface / recessed type 10 mm thick teak wood board duly antitermite treated, varnished and fixed by using gutties/PVC fasteners of following sizes	339
340	340	250 x 300 mm	340	6	/Each
341	341	S&F of 18SWG/ Sheet metal boxes duly finished with two coats of red oxide and with earthing terminal of following sizes (nominal size) on surface or in recess as required.	341
342	342	100mmx100mmx50mm	342	11	/Each
343	343	175x100x50mm	343	7	/Each
344	344	250x200x75mm	344	3	/Each
345	345	Providing & fixing recessed/ Surface mounting heavy duty horizontal type sheet steel distribution boards phosphatised/ powder painted complete with copper bus bar, shorting link, neutral link, earth link and din bar, conforming to IS 13032 & IS8623 including making internal DB terminations with copper lugs, testing etc. as required	345
346	346	Single Door (Single Phase) 8 Way Group 2	346	5	/Each
347	347	Providing & fixing of double ball bearing capacitor start ceiling fan of approved make complete with regulator and other accessories as required.	347
348	348	1200 mm. sweep Group 1	348	2	/Each
349	349	P& F recessed type fan box of sheet hexagonal /round 1.50 mm (6') dia 75 mm. depth.	349	4	/Each
350	350	Providing and fixing ISI marked 6 amp. flush type switch IS:3854 marked including cutting hole in tile and making connection testing etc. as required : Group 2	350	14	/Each
351	351	Providing and fixing ISI marked (IS 1293) 3 pin 6 amp. flush type socket including cutting hole in tile and making connection testing etc. as required : Group 2	351	14	/Each
352	352	Providing & Fixing ISI marked 6 Amp bakelite batten/angle holder including making connection testing etc. as required. Group 2	352	4	/Each
353	353	Providing & fixing 240/415 Volt MCB of breaking capacity not less than 10 KA (B/C/D tripping characteristic) ISI marked IS 8828(1996)/conforming to IEC 60898 in existing board/sheets including making connection with lugs, testing etc. as required. Group 2	353
354	354	Single Pole & Neutral MCB 6 A to 32 A rating	354	6	/Each
355	355	P&F strip type fluorescent tube fitting fabricated from (CRCA sheet and finished with powder coating/ stove enamelled paint) /(extruded noncorrosive UV resist EP channel) complete with accessories like (OCCB, starter, starter seat)/ EB, rotor holder, terminal block duly prewired with copper conductor including making connection, testing etc. as required . (without tube) Group 2	355
356	356	1 X 36 Watts with OCCB	356	6	/Each
357	357	Providing and fixing fluorescent type tube-light rod in existing fixture as required 36/40 watts Group 2	357	6	/Each
358	358	SANITARY FITTING	358
359	359	P& F indian type white glazed vitreouschina 1st quality W.C. Orissa pan (I.S.:2556 Mark with) 100 mm vitreous chinaPor Strap including cutting and makinggood the wall and floor: Size 530 x 410 mm	359	2	/Each
360	360	P & F WVC Foot- rest (IS: 2556 Mark) including cutting and making good the floor size. 250x130x30 mm	360	4	/Each
361	361	P & F Grating of approved quality/make:Stainless steel sheet size 125 mm dia Heavy quality	361	6	/Each
362	362	P & F G.I pipes ( Internal Work ) with G.Ifittings (IS: 1239 Mark ) & MS clamps,including cutting and making good thewalls and floors:\" B\" class.	362
363	363	15 mm dia nominal bore	363	45	/mtr
364	364	20 mm dia nominal Bore	364	25	/mtr
365	365	P & F G.I . Pipes (External Work ) with G.I.fittings (IS: 1239 Mark ) including trenching& refilling earth etc.class\"B\"	365
366	366	15 mm dia nominal bore	366	40	/mtr
367	367	Making connection of G.I. distributionbranch with G.I. main including allfittings.Upto 25mm dia.	367	3	/Each
368	368	P & F Water meter ( IS :779 Mark ) of approved make.15 mm dia	368	1	/Each
369	369	P&F Bib Cock ( IS 8931 mark ) superiorquality of app. make . Brass 400gm 15mm	369	5	/Each
370	370	P & F Stop Cock (IS:8931 Mark), Superiorquality & of approved make:Brass 400gm. 15mm.	370	2	/Each
371	371	P&F Ball cock ( IS 1703 mark) with rod andPVC Ball comp. synthetic material of app.make Brass wt.400 gm,15mm	371	2	/Each
372	372	P&F full way valve ( IS 778 mark) or wheelvalve of app. make	372
373	373	Gun-metal 15mm nominal bore	373	2	/Each
374	374	Gun-metal 20mm nominal bore	374	2	/Each
375	375	P & F flush cock/ flush valve( IS:9758 Mark)for WC of approved quality make: C.P.brass push type half turn exposed 25 mm	375	2	/Each
376	376	P & FPVC Storage Tank confirming to ISStandrds of approved make with cover,25mm dia 1 M long G.I. over flow pipe &25 Cm. long wash out pipe with plug &socket, including making connection etc,complete of approved design:200 litres capacity	376	4	/Each
377	377	Providing Laying & jointing glazed S.W.pipes grade `A' ( IS:651 marked ) ofapproved make with spun yarn & stiffmixture of cement mortar 1:1 excavation &refilling of earth in all types of soil upto1.2m depth , S.W. fittings, including testingof joints etc. complete.100 mm dia	377	20	/mtr
378	378	Providing & laying C.C. 1:5:10 (Stoneaggregate 40mm nominal size) uptohaunches of S.W. pipes including 150mmthick bed concrete as per RajasthanP.W.D. specifications. :( Width W=Dia ofpipe in Cm +40 Cm.) concrete width to bereduced from width Wat centre of pipe to`0'at top of pipe. :100mm dia. S.W.pipe	378	5	/mtr
379	379	Providing & Fixing S.W. square mouthGully trap `A' grade (ISI marked ) ofapproved make & design in existing mainhole. Size 225x150mm	379	3	/Each
380	380	P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant	380
381	381	75 mm dia	381	30	/mtr
382	382	110 mm dia	382	45	/mtr
383	383	P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:	383
384	384	Socket 75mm	384	2	/Each
385	385	Socket 110mm	385	2	/Each
386	386	Cowel 110mm	386	2	/Each
387	387	Door Tee 110mm	387	2	/Each
388	388	Door Bend 110mm	388	2	/Each
389	389	Door bend 75mm	389	2	/Each
390	390	S Trap - 110 mm	390	2	/Each
391	391	P &F Sand -cast Iron Floor Trap (Nahni)of IS:1729 mark ) of approved quality/make with socket down or hinged gratingincluding cutting and making good the floor: Size 100 x 75mm	391	2	/Each
392	392	Construction of Chamber in all types ofsoil with 300 mm thick masonry in cm 1:6m 100mm thick C.C. 1:5:10 in foundation,20mm thick insider plaster in Cm 1:6,finished with floating near cement, 50mmthick M-15 grade C.C. flooring, carthworketc. complete as per design includingdisposal of surplus earth within a lead of50 mtr :-	392
393	393	A. Inside size 600xz450mm upto depth of 0.5 mtr and 38 kg CI cover with frame.	393	2	/Each
394	394	B.Inside size 300x300mm depth upto 0.5m and 5kg CI cover with frame.	394	2	/Each
395	395	Construction of soakage well in all typesof soil 300mm thick dry stone masonarytop and bottom 300mm coarse in CM 1:6,80mm thick stone slab, jointing of slabin CM 1:3 ralthal, kharanja, 40mm thgickM-15 grade CC flooring, earth work comp.as per app drawing oncl. disposal of earth within a lead of 50m. :Size 240cm dia outsideX240cm depth	395	2	/Each
396	396	Provision for Construction of Recharge Pit structure at dry/abundant bore well by rain water - 13 Nos	396
397	397	E/W in excavation over areas (exceeding 30 cm in depth,1.5 mtr. In width as well as 10 sqm on plan) including disposal of excavated earth lead up to 50m and lift up to 1.5 mtr. Disposed earth to be leveled and neatly dressed.	397
398	398	(A) All kind of soil.	398	816	/Cum
399	399	(B) Ordinary Rock.	399	544	/Cum
400	400	Providing and laying in position cement concrete including curing compaction etc. complete in specified grade excluding the cost of centering and shuttering -All work up to plinth level.	400
401	401	1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size ).	401	2.72	/Cum
402	402	1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ).	402	6.12	/Cum
403	403	Structural steel work in single section fixed without connecting plate including cutting hoisting fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr. height. In Flates, Tees, Angles, & Chennel etc.	403	204	/Kgs
404	404	Supply of Coarse Sand .	404	45.9	/Per mtr
405	405	Providing and fixing Grevels	405
406	406	(A) 6 mm nominal size Crusher broken.	406	22.95	/Cum
407	407	(B) 20 mm nominal size Crusher broken.	407	22.95	/Cum
408	408	(C) 100 mm hand broken.	408	91.8	/Cum
409	409	(D) 300 mm hand broken.	409	229.5	/Cum
410	410	Plaster on New surface on wall in cement sand mortar 1:3 including raking of Joints etc. complete fine finish. 20 mm thick.	410	476	/Sqm
411	411	Random rubble dry stone kharanja under floor	411	102	/Cum
412	412	Providing & Lowering of ISI mark Unplastisized ployvinyl chloride (PVC-U) casing pipe as per IS; 12818 : 2010 or amended upto date and technical specification for tube well or DCB with threading, winding with superior quality of plastic mesh & rope in three layers with end cap complete.	412
413	413	150 mm nominal bore	413	76.5	/Per mtr
414	414	Stone masonry for foundation Random Rubble Stone masonry for with hard stone in foundation and plinth in cement sand mortar above 30 cm thick wall in cement sand mortar 1:6 (1 cement : 6sand)	414	76.5	/Cum
415	415	Supply of ERW M.S. block casing pipe ISI marked (IS: 4270/1992) of grade Fe 410 of following sizes at site of work.	415
416	416	Nominal bore of pipe 114.3(MM) Oustside dia &5mm Thick	416	85	/Per mtr
417	417	S & F tube well cover of M.S. Sheet (6 mm thick) with nuts and bolts complete for casing size:	417
418	418	150 mm dia	418	14	/Each
419	419	Providing service connection for House Hold in village Shekhawas	419
420	420	Providing service connection as per technical specification and standred drawing as per relevrnt IS Code (amended up to date ) from all Kind of water mains up to consumer meter / premises ( Complete jobs ). This Job including digging out suitable size of pits and trench for laying service line in all kinds of soils including demolishing of cement concrete , WBM, Black top etc. of all thickness, cutting of CC road / Jhiri by using a concrete cutter machine , depositing and refilling of pit & Jhiri with watering & ramming / compacting in layers and disposal of surplus excavated soils as directed with in alead of 50 meter, providing & fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS clamp with saddle piece gunmetal ferrule 4.0 mm (ISI make) , Valve (IS : 778) and specials with MDPE pipe PE 80 PN 12.5 as per ISo 4427 below ground level and P & F GI pipe 15 mm dia class B (ISI mark) above ground level level in the premises for fixing for fixing tap (max. length 2.00 mtr , P & F a 15 Bib cock with faom flow chrome plated with complete brass body including brass handle having good quaility with wt 300 to 325 gm, including flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connectiuon in all respect including labour charge, In addition to ferrle , an orifice of 4.0mm dia should also be provided in the service line at the entry point of the consumer's property in such a way that it shuld be accessible for inspection to VWSC,PHED and any other authority which would like to inspect as and when required.The service line should laid 45 CM below GL , except in case of concrete/ bituminous roads where minimum depth shall be 20 cm	420
421	421	Average length upto 05 mtr 20 mm dia MDPE and 02 mtr 15 mm GI pipe class B.	421	3535	/Each

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Providing Laying & Jointing Of Pipe Line With Pump Motor & Construction Of Open Well And Rcc Reservoir Of Various Rwss To Provide Fhtc Including One Year Defect Liability Period Of Various Svs & Mvs Under Jjm In The Jurisdiction Of Phed Block Bhim Divisio, Block Bhim Distt. Rajsamand-Rajasthan

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Providing Laying & Jointing Of Pipe Line With Pump Motor & Construction Of Open Well And Rcc Reservoir Of Various Rwss To Provide Fhtc Including One Year Defect Liability Period Of Various Svs & Mvs Under Jjm In The Jurisdiction Of Phed Block Bhim Divisio, Block Bhim Distt. Rajsamand-Rajasthan

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