Work Of Conversion Of Existing P Andt Scheme Into Piped Scheme For Village- Barjal, Block-Bhim, District-Rajsamand Under Jjm, To Provide Fhtcs, Including One Year Defect Liability Period Work Of, Bhim Rajsamand-Rajasthan

TDR : 28772880

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Bhim Rajsamand , Rajasthan

Tender Brief : Corrigendum : Work Of Conversion Of Existing P Andt Scheme Into Piped Scheme For Village- Barjal, Block-Bhim, District-Rajsamand Under Jjm, To Provide Fhtcs, Including One Year Defect Liability Period Work Of

Document Fees
₹ 10000 /-

EMD
Refer document

Tender Value
₹ 2.72 Crore /-

Submission Date
02-09-2021

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	01-09-2021	Due Date Extended	Admin Corrigendum Date Extend	02-09-2021

Name Of Work: Work of Conversion of Existing P&T Scheme into Piped Scheme for village- Barjal, Block-Bhim, District-Rajsamand Under JJM, to provide FHTCs, including one year Defect Liability period.

Sl. No.	Item Description
1	Village - Barjal
2	Construction of RCC open wells -3 Nos (4.00 mtr dia & 25 mtr depth) in village Barjal
3	Earth work in excavation in over areas ( exceding 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 with in a lead of 50 mtr All Kinds of Soils.
4	From 0.00 to3.00 mtr BGL
5	Earth work in excavation in over areas ( exceding 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 with in a lead of 50 mtr.
6	Ordinary rock
7	From 3.00 to5.50 mtr BGL
8	Hard rock (requiring blasting) usefulmaterial 30 %
9	From 5.50 to25.00 mtr BGL
10	Recovery of Hard rock useful material 30%
11	Add extra over item No. 4 , 6 & 9 for every additional lift of 1.5 Mtr. or part there of
12	In All Kind of soil
13	From 1.50 to3.00 mtr BGL
14	In ordinary rock and hard rock
15	From 3.00 to4.50 mtr BGL
16	From 4.50 to6.00 mtr BGL
17	From 6.00 to7.50 mtr BGL
18	From 7.50 to9.00 mtr BGL
19	From 9.00 to10.50 mtr BGL
20	From 10.50 to12.00 mtr BGL
21	From 12.00 to13.50 mtr BGL
22	From 13.50 to15.00 mtr BGL
23	From 15.00 to16.50 mtr BGL
24	From 16.50 to18.00 mtr BGL
25	From 18.00 to19.50 mtr BGL
26	From 19.50 to21.00 mtr BGL
27	From 21.00 to22.50 mtr BGL
28	From 22.50 to24.00 mtr BGL
29	From 24.00 to25.00 mtr BGL
30	Add 20% extra over item No. 9 for excavation in saturated soil where pumping or bailng out of water is required, including shoring strutting where required and dewatering.
31	From 10.00 to10.50 mtr BGL
32	From 10.50 to12.00 mtr BGL
33	From 12.00 to13.50 mtr BGL
34	From 13.50 to15.00 mtr BGL
35	From 15.00 to16.50 mtr BGL
36	From 16.50 to18.00 mtr BGL
37	From 18.00 to19.50 mtr BGL
38	From 19.50 to21.00 mtr BGL
39	From 21.00 to22.50 mtr BGL
40	From 22.50 to24.00 mtr BGL
41	From 24.00 to25.00 mtr BGL
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 4.7.13
43	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	Thermo mechanically treated bars (conforming to relevant IS:1786.)
45	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 :
46	Walls (any thickness) including attached pilasters buttresses, plinth and string courses fillets columns pillars pears abutments posts struts etc.
47	M20 grade nominal mix (with graded stone aggregate 20mm nominal size)
48	Structural steel work in single section fixed with connecting plate includingcutting hoisting fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr. height
49	In flates, tees, angles & Channals
50	In R.S. Joists
51	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
52	Desilting and Repairing of existingopen wellof 4.0 m dia and 15 to20 mtr depth- 2 Nos
53	Earth work in excavation in over areas ( exceding 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 with in a lead of 50 mtr All Kinds of Soils.
54	From 15.00 to17.00 mtr BGL
55	Earth work in excavation in over areas ( exceding 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 with in a lead of 50 mtr
56	Ordinary rock
57	From 17.00 to20.0 mtr BGL
58	Add extra over item No. 4 , 6 & 9 for every additional lift of 1.5 Mtr. or part there of
59	In ordinary rock and hard rock
60	From 15.00 to16.50 mtr BGL
61	From 16.50 to18.00 mtr BGL
62	From 18.00 to19.50 mtr BGL
63	From 19.50 to20.00 mtr BGL
64	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)
65	From 15.00 to16.50 mtr BGL
66	From 16.50 to18.00 mtr BGL
67	From 18.00 to19.50 mtr BGL
68	From 19.50 to21.00 mtr BGL
69	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
70	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
71	Thermo mechanically treated bars (conforming to relevant IS:1786.)
72	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 :
73	Walls (any thickness) including attached pilasters buttresses, plinth and string courses fillets columns pillars pears abutments posts struts etc.
74	M20 grade nominal mix (with graded stone aggregate 20mm nominal size)
75	Structural steel work in single section fixed with connecting plate includingcutting hoisting fixing in position and applying a priming coat of approved steel primer all complete above plinth level upto 4.5 mtr. height
76	In flates, tees, angles & Channals
77	In R.S. Joists
78	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 ).
79	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
80	Construction of RCC GLSR- 1 Nos (cap. 250 KL) on Hillock atvillageBarjal
81	Construction of RCC Circular Ground Service Reservoirs on Hillockof 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.
82	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.
83	250 KL Capacity - 1 Nos
84	Providing and fixing double flanged ISI marked DIClass K-9 pipes as per IS:8329-2000 (amended up to date), asvertical 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 testingetc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
85	(a) Inlet, Out, Overflow & Wash Outpipe- 150 mm dia
86	Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof 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/ FG200Stem - 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 . Suitablesupport 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.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
87	Manually Operated CI Sluice valve of Class PN-1.0
88	150 mm HW
89	Providing, lowering,aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioningand as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6
90	150 mm dia.
91	Approach path for GLSR on Hillock
92	Earth work in excavation in foundationtrenches 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 soil as direct within lead of 50 mtr All kinds of soil
93	Earth work in excavation in foundationtrenches 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 soil as direct within lead of 50 mtr Including stacking of useful material if available
94	Ordinary rock
95	Providing ,Laying, Jointing & Testing of Rising main Pipeline in villageBarjal
96	Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater 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) Note : 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.
97	DI K-7 Pipe 100 mm dia
98	Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof 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/ FG200Stem - 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 . Suitablesupport 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.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
99	Manually Operated CI Sluice valve of Class PN-1.0
100	100 mm HW
101	Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air ValveFlanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedupto 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 screwedtype 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.Note: Rates are exclusive of connecting tee, pipe piece and earth work.
102	Class PN 1.6
103	25 mm S-2 Type
104	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 (amendedup 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):2004Drilled 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- Brasswith EPDM/NBR \"O\" ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel)Insersion rubber of black EPDM 6mm thick. Suitablesupport 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. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
105	Class PN 1.0/1.6
106	100 mm dia
107	Earth work in excavation in foundationtrenches 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 ex
108	All kind ofsoil.
109	Excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 mtr. includingtaking out the excavated soil and depositing and refilling of Jhiri, with watering and ramming and disposals of surplus excavated
110	Ordinary rock
111	Hard rock (Required Blasting) (Usefull material 30 %)
112	Hard rock (Blasting Prohibited) (Usefull material 30 %)
113	Recovery for useful material
114	Demolishing of cement concrete road including disposal of material with in 50 mtr lead.(1:3:6 mix).
115	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).
116	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)
117	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)
118	Construction of Air Valve shaft25 mm dia as per drawing- 3Nos
119	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.
120	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
121	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 4.7.13
122	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)
123	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. M-20 grade nominal mix(with graded stone aggregates 20mm nominal size)
124	Deduction fro GI pipe
125	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 number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. 50 mm dia
126	Construction of Thrust Block -1 Nos
127	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 %
128	Providing & laying in position cement concrete inclg. curing compaction etc. completein specified gradeexclg. the cost of centering and shuttering - All wotk up to plinth level. Using crusher broken aggreagate 1:4:8 (1cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size).
129	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.
130	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 Walls (any thickness) including attached pilasters buttresses, plinth and string courses fillets columns pillars pears abutments posts struts etc.M20 grade nominal mix (with graded stone aggregate 20mm nominal size)
131	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, Thermo mechanically treated bars (conforming to relevant IS code.)
132	Construction of Saddle pillar - 2 Nos
133	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 %
134	Providing & laying in position cement concrete inclg. curing compaction etc. completein specified gradeexclg. the cost of centering and shuttering - All wotk up to plinth level. Using crusher broken aggreagate 1:4:8 (1cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size).
135	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.
136	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 Walls (any thickness) including attached pilasters buttresses, plinth and string courses fillets columns pillars pears abutments posts struts etc.M20 grade nominal mix (with graded stone aggregate 20mm nominal size)
137	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, Thermo mechanically treated bars (conforming to relevant IS code.)
138	Providing, Laying, Jointing and Testing of Distribution pipeline at village Barjal
139	Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater 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) Note : 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.
140	DI K-7 Pipe 100 mm dia
141	DI K-7 Pipe 150 mm dia
142	Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI 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 byelectro 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) .Note : 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.Supply may be in coil or straight length in 6 M/12 M.
143	HDPE PE-80PN-6
144	90 mm dia
145	75 mm dia
146	Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof 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/ FG200Stem - 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 . Suitablesupport 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.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
147	Manually Operated CI Sluice valve of Class PN-1.0
148	80 mm
149	100 mm
150	150 mm
151	E/W for Matelic Pipeline
152	Earth work in excavation in foundationtrenches 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
153	All kind ofsoil.
154	Excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 mtr. includingtaking out the excavated soil and depositing and refilling of Jhiri, with watering and ramming and disposals of surplus excavated
155	Ordinary rock
156	Hard rock (Required Blasting) (Usefull material 30 %)
157	Hard rock (Blasting Prohibited) (Usefull material 30 %)
158	Recovery for useful material
159	E/W for HDPE Pipeline
160	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 forlifts up to 1.5 depth and strata as specified. The work also includesdepositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr.
161	In all type of soil
162	For HDPE pipe line dia up to 110 mm
163	In soft Rock
164	For HDPE pipe line dia up to 110 mm
165	In Hard Rock ( Blasting prohibited)
166	For dia of pipe up to 150 mm nominal.
167	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)
168	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)
169	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.
170	BFM100 for DN 100 mm
171	BFM150 for DN 150 mm
172	Demolishing of cement concrete road including disposal of material with in 50 mtr lead.(1:3:6 mix).
173	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).
174	Providing, lowering,aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioningand as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6
175	100 mm dia
176	150 mm dia.
177	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. (RUDIP BSR 2017/19.64)
178	B. Construction of Valve/ NRV Chembers
179	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.
180	60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve (RUDIP BSR 2017/19.59)
181	Providing & Installation of Pumping mechieries and accessories at Proposed open well in Village Barjal
182	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. completein all respect as perspecification, 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.
183	2 Nos Pump Sets x 2.238 kw Each (D= 1.22 LPS, H=30mtr , H.P. = 3.00
184	2 Nos Pump SetsEach (Q- 7.71 LPS / H- 55m,HP- 12.5) for For CWR to proposed GLSR
185	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. completein all respect as perspecification, 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.
186	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
187	3 Nos Pump Sets x 3.73 kw Each (Q- 1.74PS H- 65 m) Forproposed OW 2 & 3
188	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 havingheight 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.
189	Above 5.00 HP & upto 10 HP
190	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,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge.
191	MS pipespecialsupto600mmdia (withminimum5mmthickness sheet)
192	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.
193	0 to 10.0 kg/cm²
194	Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. : 3 core 4.0 mm2
195	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 makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.
196	4core 10.00 Sq. mm
197	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 number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.
198	50 mm dia
199	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.
200	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.
201	For three phase pump set
202	G.I. Double Flanged Pipe Lowering Assembly of nominal dia
203	50 mm dia
204	Construction ofpumpRoom at Proposed CWR site of size 4.0 m X 6.0 m
205	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.
206	Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect.
207	ELECTRIC FITTING (Based on PWD electric BSR 2013)
208	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 1.5 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
209	Short Point (upto 3 mtr.)
210	Medium Point (upto 6 mtr.)
211	Long Point (upto 10 mtr.)
212	Wiring of 3 pin 6 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 175mm X 100mm X 75mm 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
213	Short Point (upto 3 mtr.)
214	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
215	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
216	2 x 2.5 sq.mm + 1 x 1.5 sq.mm
217	2 x 4 sq.mm + 1 x 2.5 sq.mm
218	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
219	25 mm Group2
220	P & F paper phenolic resin bondedlaminates confirming to IS : 2036 -1995 for boxes/ frames including making holes for switches etc, with brass screws, washers/ zinc platednut and bolts as required.
221	P&F Phenolic laminate sheet 2.0 mm thick of size 75mm dia including screws, cup washers etc. as required
222	P&F surface / recessed type 10 mm thick teak wood board duly antitermitetreated, varnished and fixed by using gutties/PVC fasteners of following sizes
223	250 x 300 mm
224	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.
225	100mmx100mmx50mm
226	175x100x50mm
227	250x200x75mm
228	P & F double ball bearing capacitor start, aluminium body & blade ceilingfanwith down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required.
229	Single Door (Single Phase) 8 Way Group 2
230	P & F double ball bearing capacitor start, aluminium body & blade ceilingfanwith down rod up to 30 cm with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required.
231	1200 mm. sweep Group 1
232	P& F recessedtype fan box of sheet hexagonal /round 1.50 mm (6\") dia 75 mm. depth.
233	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
234	Providing and fixingISI marked (IS 1293) 3 pin 6 amp. flush type socketincluding cutting hole in tile and making connection testing etc. as required : Group 2
235	Providing & Fixing ISI marked 6 Amp bakelite batten/angle holder including making connection testing etc. as required. Group 2
236	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
237	Single Pole & Neutral MCB 6 A to 32 A rating
238	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
239	1 X 36 Watts with OCCB
240	Providing and fixing fluorescent type tube-light rod in existing fixture as required 36/40 watts Group 2
241	SANITARY FITTING (based on PWD BSR 2019 Rajsamand)
242	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
243	P & F WVC Foot- rest (IS: 2556 Mark) including cutting and making good the floor size. 250x130x30 mm
244	P & F Grating of approved quality/make:Stainless steel sheet size 125 mm dia Heavy quality
245	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.
246	15 mm dia nominal bore
247	20 mm dia nominal Bore
248	P & F G.I . Pipes (External Work ) with G.I.fittings (IS: 1239 Mark ) including trenching& refilling earth etc.class\"B\"
249	15 mm dia nominal bore
250	Making connection of G.I. distributionbranch with G.I. main including allfittings.Upto 25mm dia.
251	P & F Water meter ( IS :779 Mark ) of approved make.15 mm dia
252	P&F Bib Cock ( IS 8931 mark ) superiorquality of app. make . Brass 400gm 15mm
253	P & F Stop Cock (IS:8931 Mark), Superiorquality & of approved make:Brass 400gm. 15mm.
254	P&F Ball cock ( IS 1703 mark) with rod andPVC Ball comp. synthetic material of app.make Brass wt.400 gm,15mm
255	P&F full way valve ( IS 778 mark) or wheelvalve of app. make
256	Gun-metal 15mm nominal bore
257	Gun-metal 20mm nominal bore
258	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
259	P & FPVC Storage Tank confirming to ISStandrds of approved make with cover,25mm dia 1 M longG.I. over flow pipe &25 Cm. long wash out pipe with plug &socket, including making connection etc,complete of approved design:200 litres capacity
260	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
261	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
262	Providing & Fixing S.W. square mouthGully trap `A\" grade (ISI marked ) ofapproved make & design in existing mainhole. Size 225x150mm
263	P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.)approved quality /make including joining the pipe withsolvent cement rubber ring and lubricant
264	75 mm dia
265	110 mm dia
266	P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:
267	Socket 75mm
268	Socket 110mm
269	Cowel 110mm
270	Door Tee 110mm
271	Door Bend 110mm
272	Door bend 75mm
273	S Trap - 110 mm
274	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
275	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 :-
276	A. Inside size 600xz450mm upto depth of 0.5 mtr and 38 kg CI cover with frame.
277	B.Inside size 300x300mm depth upto 0.5m and 5kg CI cover with frame.
278	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
279	CONSTRUCTION OF RECHARGING PIT STRUCTURES AT DRY/ABUNDANT BORE WELLS BY RAIN WATER- 4 Nos
280	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.
281	(A) All kind of soil.
282	(B) Ordinary Rock.
283	Providing and laying in position cement concrete includingcuringcompactionetc.completein specified grade excluding the cost of centering and shuttering -All work up to plinth level.
284	1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size ).
285	1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ).
286	Structural steel work in single section fixed without connecting plate including cutting hoisting fixing inpositionandapplyingaprimingcoatof approvedsteelprimerallcompleteaboveplinth level upto 4.5 mtr. height. In Flates, Tees, Angles, & Chennel etc.
287	Supply of Coarse Sand .
288	Providing and fixing Grevels
289	(A) 6 mm nominal size Crusher broken.
290	(B) 20 mm nominal size Crusher broken.
291	(C) 100 mm handbroken.
292	(D) 300 mm handbroken.
293	PlasteronNewsurface onwall in cementsand mortar 1:3 including raking of Joints etc. complete fine finish. 20 mm thick.
294	Random rubble dry stone kharanja under floor
295	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.
296	100 mm nominal bore
297	StonemasonryforfoundationRandomRubble Stone masonry for with hard stone in foundation andplinthincementsandmortarabove30cm thick wall in cement sand mortar 1:6 (1 cement : 6sand)
298	Supply of ERW M.S. block casing pipe ISI marked (IS: 4270/1992) of grade Fe 410 of following sizes at site of work.
299	Nominalboreofpipe114.3(MM)Oustsidedia &5mm Thick
300	S & F tube well cover of M.S. Sheet (6 mm thick) with nuts and bolts complete for casing size:
301	150 mm dia
302	Providing service connection for House Hold in village Barjal
303	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/PVC 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 levellevel in the premises 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 with 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.For Detail Specification of MDPE pipes, please refer section \"Techanical Specifications\" of bid document. General specidications of MDPE piped shall be as under:A. The raw material shall be virgin PE 80 Blue compound and comply with the requirements of ISO/Directive of testing material : 9080 with minimum required strength of 8 Kg/sq.cm.B. The raw material shall be Food grade quality Pressure rating shall be 12.5 Bar.C. The pipes shall bear ISO marking.
304	Average length upto 05 mtr 20 mm dia MDPE and 02 mtr 15 mmGI pipe class B.

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Work Of Conversion Of Existing P Andt Scheme Into Piped Scheme For Village- Barjal, Block-Bhim, District-Rajsamand Under Jjm, To Provide Fhtcs, Including One Year Defect Liability Period Work Of, Bhim Rajsamand-Rajasthan

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Work Of Conversion Of Existing P Andt Scheme Into Piped Scheme For Village- Barjal, Block-Bhim, District-Rajsamand Under Jjm, To Provide Fhtcs, Including One Year Defect Liability Period Work Of, Bhim Rajsamand-Rajasthan

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