Tender For Providing Laying And Jointing And Commssioning Of Various Types And Sizes Of Pipeilne Under Sub Division Rohat Nit-73/2024-25, Rohat-Rajasthan

TDR : 47176308

Tender Notice
BOQ

Expired

Rohat , Rajasthan

Tender Brief : Tender For Providing Laying And Jointing And Commssioning Of Various Types And Sizes Of Pipeilne Under Sub Division Rohat Nit-73/2024-25

Document Fees
₹ 500 /-

EMD
₹ 100000.0 /-

Tender Value
₹ 50 Lakhs /-

Submission Date
22-01-2025

Competition Type
Indian

Bidding Type
Tender

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1	Based on C.E. (Tech & TM), RWSSMB PHED Jaipur BSR 2023 (w.e.f. 10.07.2023)
2	Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),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, commissioning 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.
3	80 mm
4	100 mm
5	150 mm
6	200 mm
7	250 mm
8	300 mm
9	350 mm
10	400 mm
11	450 mm
12	500 mm
13	Providing, lowering, laying, aligning, fixing in positionand jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523-2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material,labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work).
14	All End Socketed
15	Up to 300 mm Diameter
16	Above 300mm and up to 600 mm diameter
17	Above 600 mm diameter
18	All End Flanged
19	Up to 300 mm Diameter
20	Above 300mm and up to 600 mm diameter
21	Above 600 mm diameter
22	Single Flange/ MJ Collar
23	Up to 300 mm Diameter
24	Above 300mm and up to 600 mm diameter
25	Above 600 mm diameter
26	Double Flange Pipe (up to 1 mtr. length)
27	Up to 300 mm Diameter
28	Above 300mm and up to 600 mm diameter
29	Above 600 mm diameter
30	Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to 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, commissioning 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.
31	HDPE PE-80PN-6
32	75 mm dia
33	90 mm dia
34	110 mm dia
35	HDPE PE-80PN-10
36	90 mm dia
37	110 mm dia
38	HDPE PE-100PN-10
39	90 mm dia
40	110 mm dia
41	Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI marked Pipes as per IS-4984: 1995 (amended up to 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 butt fusion/ 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, commissioning 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 of pipe shall be in straight length in 6/12 M.
42	HDPE PE-80PN-6
43	125 mm dia
44	140 mm dia
45	160 mm dia
46	180 mm dia
47	200 mm dia
48	225 mm dia
49	HDPE PE-80PN-10
50	125 mm dia
51	140 mm dia
52	160 mm dia
53	180 mm dia
54	200 mm dia
55	225 mm dia
56	HDPE PE-100PN-10
57	125 mm dia
58	140 mm dia
59	160 mm dia
60	180 mm dia
61	200 mm dia
62	225 mm dia
63	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.
64	MS pipespecialsup to600mmdia (withminimum5mmthickness sheet)
65	MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet)
66	De-jointing and removing of already laidCI/DI pipes of following diameters in excavated trenches with care, without damaging pipes, CID joints, valves, specials etc. and other materials and then refilling of soil after de-laying and de-jointing of pipelines with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr. This also include stacking the pipes with care and transporting the same to div./sub div. store or as directed by EIC with in the division. (Rates are Exclusive of Earth Work)
67	80 mm
68	100 mm
69	125 mm
70	150 mm
71	200 mm
72	250 mm
73	300 mm
74	350 mm
75	400 mm
76	450 mm
77	De-jointing and removing of already laidMS pipes of following diameters in excavated trenches with care, without damaging pipes, CID joints, valves, specials etc. and other materials and then refilling of soil after de-laying and de-jointing of pipelines with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr. This also include stacking the pipes with care and transporting the same to div./sub div. store or as directed by EIC with in the division. (Rates are Exclusive of Earth Work)
78	100 mm
79	125 mm
80	150 mm
81	200 mm
82	250 mm
83	300 mm
84	350 mm
85	400 mm
86	450 mm
87	Laying, Jointing, Testing and Commissioningof uPVC/ PVC Pipes (Class- 3/ 4) in assorted length with specials, valves etc. including local handling and transportation from PHED store and then refilling of soil with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr as per satisfaction of EIC. (Rates are Exclusive of Earth Work and jointing materials)
88	90 mm
89	110 mm
90	125 mm
91	140 mm
92	160 mm
93	180 mm
94	200 mm
95	225 mm
96	Laying, Jointing, Testing and Commissioningof Ductile Iron (DI) Pipes of any class in assorted length with specials, valves etc. including local handling and transportation from PHED store and then refilling of soil with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr as per satisfaction of EIC. (Rates are Exclusive of Earth Work and jointing materials)
97	80 mm
98	100 mm
99	125 mm
100	150 mm
101	200 mm
102	250 mm
103	300 mm
104	350 mm
105	400 mm
106	450 mm
107	Laying, Jointing, Testing and Commissioningof HDPE pipes of any grade in assorted length with specials, valves etc. with jointing material/ fixing of necessary jointing material like mechanical connector i.e. thread/ insert joint/quick release coupler joint compression fitting joint or flanged joint and jointing pipe in proper position and jointing of all specials by butt fusion / electro fusion welding method, including local handling and transportation from PHED store and then refilling of soil with proper compaction and disposing of all surplus soil as directed with in a lead of 30 mtr as per satisfaction of EIC. (Rates are Exclusive of Earth Work and jointing materials)
108	90 mm
109	110 mm
110	125 mm
111	140 mm
112	160 mm
113	180 mm
114	200 mm
115	225 mm
116	Providing, lowering, laying, aligning, fixing in position at all level/ depths CI Class - Bspecials as per IS : 1538, amended up to date in trenches completeincluding all material, labour, testing and commissioning along with pipe line/ appurtenance as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.
117	Plain ended CI specials including tail piece, spigot end and socket end.
118	Up to 300 mm dia
119	Above 300 mm and up to 600 mm dia
120	Double flanged CI pipe fittings.
121	Up to 300 mm dia
122	Above 300 mm and up to 600 mm dia
123	Providing Household Tap Connectionas per technical specification and approved drawing as per relevant IS code (amended up to date) from uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP/MS saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (excluding road); depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including MS/PP saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or ball valve (min. weight 165 gm)and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipe with fittings in the premises for fixing a tap / meter box (excluding),including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid separately.
124	For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
125	Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid separately.
126	For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
127	Providing Household Tap Connectionas per technical specification andapproved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded in single piece/ fusion welded (Complete job) including digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including GM Full-way Valve (IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.
128	Note: Road cut and restoration is not part of this item and paid separately.
129	For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
130	P & F Bib cock (IS : 781 mark), superior quality of approved make , brass 400 gm, 15 mm nominal bore.
131	P & F Bib cock (IS : 8931 mark), superior quality of approved make,chrome plated with complete brass body including brass handlewith wt. 300 to 325 gm.15 mm nominal bore.
132	Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge..
133	Add extra over item no 1.21, 1.22 & 1.23 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.
134	Add extra over item no 1.21, 1.22 & 1.23 for providing 20 mm ISI marked PN16 SDR 7.4 (IS:15801:2008)PPR-C (Three layered) pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.
135	Providing, lowering, laying and jointing in trenches,standard lengths ISI marked Rigid PVC-O S/S Pipes (push on joints) as per IS-16647: 2017 (amended up to date)with EPDM Gasket seals on jointsincluding all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, laying 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.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.
136	PVC-O pipe Class 500PN-16
137	110 mm dia
138	160 mm dia
139	200 mm dia
140	250 mm dia
141	315 mm dia
142	PVC-O pipe Class 500PN-12.5
143	110 mm dia
144	160 mm dia
145	200 mm dia
146	Providing and fixing ISI mark (IS 9763: 2000 or amended up to date) PTMT bib cock 15 mm nominal bore, minimum weight 92 gms and length 100 mm as per technical specification, approved makeand direction of Engineer in charge.
147	Providing, lowering, laying, aligning, fixing in positionand jointing atlevel/ depthsDuctile Iron Double Chambered Restrained Joint specials confirming to IS 9523 : 2000 of Class K-12 with internal Cement mortar lining and external Zinc rich paint coating followed by a finishing layer of bitumen coating duly ISI marked. Joints will be of Double Chamber Restrained Type as per ISO 10804:2018including rubber gasket confirming to IS 5382 : 1985 and locking bars & rubber gaskets etc complete including all taxes as per technical specifications anddirection of Engineer-in-charge,(excluding earth work).
148	Upto 300 mm Diameter
149	Above 300 mm and up to 600 mm diameter
150	Above 600 mm diameter
151	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil
152	Add extra for trenches for every additional lift over item no 4.1
153	Above 1.5 mtr and up to 3.0 mtr.
154	Above 3.0 mtr and up to 4.5 mtr.
155	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .:
156	Ordinary rock
157	Hard rock (requiring blasting)
158	Hard rock(blasting prohibited)
159	Add extra for trenches for every additional lift over item no 4.3
160	Above 1.5 mtr and up to 3.0 mtr.
161	Above 3.0 mtr and up to 4.5 mtr.
162	Dismantling of cement concrete pavement for pipe lineand 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 madeas per standard trench width specified in tender document and no extra payment shall be made 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.
163	Dismantling of flexible pavement for pipe lineand chambers by mechanical means using pneumatic tools, 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 madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
164	Bituminous courses
165	Granular courses
166	Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work.
167	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 madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work.
168	M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
169	Removing& Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & non serviceable material separately, disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)Note: If existing precast block used more than 70%, than for every 1% use above 70%, deduction of 1% in cost shall be done for every 1% use above 70%.
170	100 mm thick
171	Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coilincluding excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling, excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work, but excluding the cost of pipe line.
172	Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved byauthority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipeas per technical specification.
173	300 mm Dia 8 mm thick casing pipe.
174	400 mm Dia 8 mm thick casing pipe .
175	500 mm Dia 8 mm thick casing pipe .
176	Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage 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/ FG200Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( 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 steelInsertion rubber of black EPDM 6mm thick . 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.
177	Manually Operated CI Sluice valve of Class PN-1.0
178	80 mm HW
179	100 mm HW
180	125 mm HW
181	150 mm HW
182	200 mm HW
183	250 mm HW
184	300 mm HW
185	350 mm with Gear
186	400 mm with Gear
187	450 mm with Gear
188	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 (amendedup 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. Epoxy(Non-Toxic & suitable for drinking water) applied on body, cover and disc inside and outside . Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft ofSS- AISI- 410 ,Hinge Malleable cast iron / SS AISI 316 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, GasketEPDM/NBR,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insertion 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.
189	Class PN 1.0
190	80 mm dia
191	100 mm dia
192	125 mm dia
193	150 mm dia
194	200 mm dia
195	250 mm dia
196	300 mm dia
197	350 mm dia
198	400 mm dia
199	450 mm dia
200	Providing, lowering, aligning, fixing in position in pipe line, CIdouble flangedDual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications:Body & Cover of Grey cast iron ofIS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality) ,Body seat of SS ,Face to face dimensions as per API: 594 ,Flanges Drilled as per IS:1538.Epoxy (Non-Toxic & suitable for drinking water) applied on body & coverinside and outside . Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,SpringSS AISI 316/304 , Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR \"O \"ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EICincluding 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.
201	Class PN 1.0
202	80 mm dia
203	100 mm dia
204	125 mm dia
205	150 mm dia
206	200 mm dia
207	250 mm dia
208	300 mm dia
209	350 mm dia
210	400 mm dia
211	450 mm dia
212	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 (amendedup to 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 orScrewed type shall have external pipe threads conforming to IS 554Fasteners - CS Epoxy paint inside outside of food grade safe for drinking water ,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.
213	Class PN 1.0
214	15 mm S-1 Type
215	25 mm S-1 Type
216	40 mm S-1 Type
217	50 mm S-2 Type
218	Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valveof approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amendedup to 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.HP Orifice-HTB2/ SS,Body seat ring - Leaded tin bronze/ SS .Seal ring and face ring - EPDM/NBR ,Ends flanged according to IS 6418,Fastners - CS, Epoxy paint inside outside of food grade safe for drinking water ,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.
219	Class PN 1.0
220	40 mm
221	50 mm
222	Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet 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, Wedge of same material as body & shall vulcanisedrubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS AISI 316/410 Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367(Galvanised steel) Insertion 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.
223	Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
224	80 mm dia
225	100 mm dia
226	125 mm dia
227	150 mm dia
228	200 mm dia
229	250 mm dia
230	300 mm dia
231	350 mm dia
232	400 mm dia
233	450 mm dia
234	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)Insertion 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.
235	Class PN 1.6
236	80 mm dia
237	100 mm dia
238	125 mm dia
239	150 mm dia
240	200 mm dia
241	250 mm dia
242	300 mm dia
243	350 mm dia
244	400 mm dia
245	450 mm dia
246	Providing, lowering, aligning, fixing in position in pipe line, DIdouble flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications: Body & Bonnet 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, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges 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 and cover 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 316/304,SpringSS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR \"O \"ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick .Suitablesupport structure as per directions of EICincluding 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.
247	Class PN 1.6
248	80 mm dia
249	100 mm dia
250	125 mm dia
251	150 mm dia
252	200 mm dia
253	250 mm dia
254	300 mm dia
255	350 mm dia
256	400 mm dia
257	450 mm dia
258	Providing, lowering, aligning & fixing in position DI D/F Plunger Type Flow Control Valve of approved make of following Pressure rating & dia complete and of following specifications:Body-Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or EN-JS 1030,Plunger/ Piston - Stainless steel AISI- 304/ Gr 1.4301, Piston Guides- Bronze Welded Overlay / SS Shaft/Crank/Spindle- Stainless steel AISI- 410/ Gr 1.4021Body Seat Ring- Stainless steel AISI- 316/304/ Bronze IS:318- LTB2 ,Seal ( O- ring / Quad ring)- EPDM/ NBR, Bearing Bush - Bronze IS:318- LTB2,Slotted cylinder / Strainer / Diffuser- AISI- 420/ 304,Nut- Bolts - SS, Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2.Insertion rubber of black EPDM 6mm thick ,Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied bothinside and outside . Suitablesupport structure as per directions of EIC including jointing & jointing material,labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
259	Plunger Type Flow Control Valve
260	80 mm dia
261	100mm dia
262	125 mm dia
263	150mm dia
264	200mm dia
265	250mm dia
266	300mm dia
267	350mm dia
268	400mm dia
269	450mm dia
270	Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0
271	80 mm dia
272	100 mm dia.
273	125 mm dia.
274	150 mm dia.
275	200 mm dia.
276	250 mm dia.
277	300 mm dia.
278	350 mm dia.
279	400 mm dia.
280	450 mm dia.
281	Providing, lowering, laying, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel)as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer.
282	80 mm dia
283	100 mm dia.
284	125 mm dia.
285	150 mm dia.
286	200 mm dia.
287	250 mm dia.
288	300 mm dia.
289	350 mm dia.
290	400 mm dia.
291	450 mm dia.
292	Removing of existing CI/ DI Double flange sluice valves, non return valves, butter fly valves etc. in existing Distribution/ Rising Main/ Transmission Main pipe line of following sizes, works include de-jointing of valve, dewatering, taking it out of the pit with adequate safety arrangement at site and then refill the pit from excavated sand by ramming it at sides of pipe & up to ground level. Work shall be done as per specification, scope of work and direction of Engineer-in-charge. All old material shall be removed safely & all old material shall be deposited in Divisional Store. Note: Rates are exclusive of earth work and road cutting.
293	80 mm
294	100 mm
295	125 mm
296	150 mm
297	200 mm
298	250 mm
299	300 mm
300	350 mm
301	400 mm
302	450 mm
303	Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge.
304	For Class-AA loading
305	Sluice valve chamber of size 1.13 m x0.85 m x1.325 m-for pipe size-up to 100 mm
306	Sluice valve chamber of size 1.17m x 0.95m x1.47mfor pipe size-from 125-to-150mm
307	Sluice valve chamber of size 1.26m x1.185m x1.88m for pipe size-from 200-to-300mm
308	Sluice valve chamber of size 1.39m x1.43m x2.245mfor pipe size-from 350-to-450mm
309	Construction of RCC Air valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge.
310	For Class-A loading
311	Air valve chamber of size0.9m x1m x1.71mfor air valve size-from 50 mm-to-80mm
312	Air valve chamber of size1m x1.1m x1.96mfor air valve size of 100mm
313	For in-campus Valve Chambers
314	Air valve chamber of size0.9m x1m x1.66mfor air valve size-from 50 mm-to-80mm
315	Air valve chamber of size1m x1.1m x1.91mfor air valve size of 100mm
316	Construction of RCC Scour valve chamber dry type for different type of valves including earthwork excavation, 100mm PCC M15as levelling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast slabs, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as per direction of Engineer-in-Charge.
317	For Class-AA loading
318	Scour valve chamber of size1.13m x0.85m x1.985mfor connecting pipe size-upto100mm
319	Scour valve chamber of size1.175m x0.95m x2.285mfor connecting pipe size- more than 100 mm & up to 150mm
320	Scour valve chamber of size1.2m x1.08m x2.485mfor connecting pipe size- more than 150 mm & up to 200mm
321	Construction of RCC pillar for following size of air valves including earthwork excavation,RCC M25 grade for base slab, vertical pillar, including cost of steel reinforcement ,GI (class-B)/MS vertical pipe, form work, proper curing of concrete work complete in all respect as per standard specifications and drawings and as per direction of Engineer-in-Charge.
322	Air valve pillarfor airvalves size of 80mmdia
323	Air valve pillarfor airvalves size of 100mmdia
324	SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) ,Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304,Electrode : SS AISI 316L /Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart,Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parametersand totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection etc. complete in all respect as per technical specification and direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work.
325	EFM 50 mm
326	EFM 80 mm
327	EFM100 mm
328	EFM 125 mm
329	EFM 150 mm
330	EFM 200 mm
331	SITC of Bulk Flow Meter with removable mechanism class \"B\" confirming to ISO:4064:2005/ IS: 2373of approved make of following dia sized pipelines and specifications complete:Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68,Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive,Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.Note: Rates are exclusive of tail piece / dismantling joints and earth work.
332	BFM 80 mm
333	BFM100 mm
334	BFM125 mm
335	BFM 150 mm
336	BFM200 mm
337	PWD BSR 2022
338	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.
339	M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size).
340	M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size).
341	M10 grade Nominal Mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 40mm nominal size).
342	Providing and laying in position specified grade ofcement concrete forall RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix
343	Providing and laying in position specified grade ofcement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.M20 grade Nominal Mix / Design Mix
344	Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc.
345	Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :
346	Walls (any thickness) including attached pilasters,buttressesplinthandstring course.
347	Columns, pillars, posts and struts etc.
348	Add extra for shuttering in circular work (in respective centering and shuttering items)
349	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. (\"Original producers\" who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)
350	Cold twisted deformed bars (IS : 1786).
351	Hot rolled deformed bars (IS : 1139).
352	Thermo-mechanically Treated bars (Conforming of relevent IS code)
353	RUIDP BSR 2023
354	Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths HDPE pipe accessories/ fittings of PE-100 grade & PN-6 for potable water as per IS 8360/ IS 8008 for fabricated/ moulded (amended upto date) within pipe line in trenches complete including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer
355	Equal Tee
356	75 mm dia
357	90 mm dia
358	110 mm dia
359	125 mm dia
360	140 mm dia
361	160 mm dia
362	180 mm dia
363	200 mm dia
364	225 mm dia
365	250 mm dia
366	280 mm dia
367	315 mm dia
368	355 mm dia
369	400 mm dia
370	450 mm dia
371	90 degree bend
372	75 mm dia
373	90 mm dia
374	110 mm dia
375	125 mm dia
376	140 mm dia
377	160 mm dia
378	180 mm dia
379	200 mm dia
380	225 mm dia
381	250 mm dia
382	280 mm dia
383	315 mm dia
384	355 mm dia
385	400 mm dia
386	450 mm dia
387	End Cap
388	75 mm dia
389	90 mm dia
390	110 mm dia
391	125 mm dia
392	140 mm dia
393	160 mm dia
394	180 mm dia
395	200 mm dia
396	225 mm dia
397	250 mm dia
398	280 mm dia
399	315 mm dia
400	355 mm dia
401	400 mm dia
402	450 mm dia
403	Providing, lowering, laying, aligning, fixing in position and jointing CI D- joint class-10 as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
404	80mm dia
405	100mm dia
406	125mm dia
407	150mm dia
408	200mm dia
409	250mm dia
410	300mm dia
411	350mm dia
412	400mm dia
413	450mm dia
414	Providing, lowering, laying, aligning, fixing in position and jointing CI D- joint class-15 as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
415	80mm dia
416	100mm dia
417	125mm dia
418	150mm dia
419	200mm dia
420	250mm dia
421	300mm dia
422	350mm dia
423	400mm dia
424	450mm dia
425	Labour Charges for making connection with proposed pipe line to existing pipe line of AC/ DI/ CI including dewatering etc. complete but excluding the cost of pipes, specials, joints etc as directed by site engineer for following dia. (Earthwork to be measured and paid separately)
426	80-200 mm dia
427	250-500 mm dia
428	Labour Charges for making connection with proposed pipe line to existing pipe line of PVC/ HDPE/ GRP including dewatering etc. complete but excluding the cost of pipes, specials, joints etc as directed by site engineer for following dia. (Earthwork to be measured and paid separately)
429	80-200 mm dia
430	250-500 mm dia
431	Labour Charges for leakage repair in existing pipe line of AC/ DI/ CI including dewatering etc. complete but excluding the cost of pipes, specials, joints etc as directed by site engineer for following dia. (Earthwork to be measured and paid separately)
432	80-200 mm dia
433	250-500 mm dia
434	Labour Charges for leakage repair in existing pipe line of PVC/ HDPE/ GRP including dewatering etc. complete but excluding the cost of pipes, specials, joints etc as directed by site engineer for following dia. (Earthwork to be measured and paid separately)
435	80-200 mm dia
436	250-500 mm dia
437	PHED Region -I BSR 2020
438	Welding on M.S. / G.I./CI Pipes and other material by Electric Welding, this includes all the material like welding rods/ equipment like welding machine/ generater, if required for job.
439	At Workshop
440	On Site

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Tender For Providing Laying And Jointing And Commssioning Of Various Types And Sizes Of Pipeilne Under Sub Division Rohat Nit-73/2024-25, Rohat-Rajasthan

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Tender For Providing Laying And Jointing And Commssioning Of Various Types And Sizes Of Pipeilne Under Sub Division Rohat Nit-73/2024-25, Rohat-Rajasthan

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