Tender For Reorganization Of Piped Water Supply Scheme Of Sangaria Tehsil Luni District Jodhpur Under Jjm, Jodhpur-Rajasthan

TDR : 48826430

Tender Notice
Corrigendum Details
BOQ

Expired

Jodhpur , Rajasthan

Tender Brief : Corrigendum : Tender For Reorganization Of Piped Water Supply Scheme Of Sangaria Tehsil Luni District Jodhpur Under Jjm

Document Fees
₹ 25000 /-

EMD
₹ 3514232.0 /-

Tender Value
₹ 17.57 Crore /-

Submission Date
14-05-2025

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	24-04-2025	Corrigendum No 1	Other	14-05-2025

Name of Work: REORGANISATION OF PIPED WATER SUPPLY SCHEME OF VILLAGE SANGARIYA TEHSIL LUNI DISTRICT JODHPUR UNDER JJM

Sl. No.	Item Description
1	RISING MAIN PIPE LINES
2	Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS:5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, 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	150 mm
4	200 mm
5	300 mm
6	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
7	Providing and fixing of flanged/plain ended MS specials from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying and aligning, fixing in position at all level/depths in trenches complete including all taxes, material , labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge
8	MS pipe special upto 600mm dia (with minimum 5.0 mm thickness sheet)
9	Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters.Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made 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.
10	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 made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width morethan specified, completeworkasper technicalspecification and scope of work.
11	Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra paymentshall be made be made for trench width more than specified,complete work as per technical specification and scope of work.
12	M20 grade Nominal Mix 1: 1.5: 3 (1 cement:1.5 coarse sand:3 graded stone aggregate 20mm nominal size).
13	Plain cement concrete pavementof M-30 Grade
14	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 of 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications. (Interlocking block manufactured 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: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)Note:Ifexistingprecastblockusedmorethan70%,thanforevery1%use above 70%, deduction of 1% in cost shall be done for every 1% use above 70%.
15	60 mm thick.
16	80 mm thick.
17	100 mm thick
18	Providing, lowering, laying, aligning, fixing in positionand jointing at all level/depths DI standard specials with rubber ring (EPDM)/nut bolt and insertion sheet and jointing as per IS:9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work).
19	All End Flanged
20	Up to 300 mm Diameter
21	Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight 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/FG200 Stem- 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 steel Insertion 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.
22	Manually Operated CI Sluice valve of Class PN-1.0
23	100 mm HW
24	125 mm HW
25	150 mm HW
26	200 mm HW
27	250 mm HW
28	300 mm HW
29	Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/Screwed type of approved makes for following pressure rating & dia complete, confirming to IS:14845-2000 (amended up 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 or Screwed type shall have external pipe threads conforming to IS:554 Fasteners - 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.
30	Class PN 1.0
31	25 mm S-1 Type
32	40 mm S-1 Type
33	Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI Double Acting Kinetic Air Valve with isolating Sluice Valve of approved makes for following pressure rating & dia complete, confirming to IS:14845-2000 (amended up 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- HBT 1.0 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.
34	Class PN 1.0
35	50 mm
36	80 mm
37	Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost ofall labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0
38	100 mm dia.
39	125 mm dia.
40	150 mm dia.
41	200 mm dia.
42	250 mm dia.
43	300 mm dia.
44	Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV) of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (Part-1)/2004 (amended up to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/FG200. Face to face dimensions as per IS:5312 (Part-1):2004, Flanges Drilled as per IS:1538. 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 of SS-AISI-410, Hinge Malleable cast iron/SS AISI:316, Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR, Nut-Bolt as per IS:1363 and IS:1367 (galvanised steel), Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in- charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
45	Class PN 1.0
46	100 mm dia
47	125 mm dia
48	150 mm dia
49	200 mm dia
50	250 mm dia
51	300 mm dia
52	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 Matrial: 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 parameters and 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.
53	EFM 150 mm
54	EFM 200 mm
55	EFM 250 mm
56	EFM300 mm
57	DISTRIBUTION PIPE LINES
58	Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI 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 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 may be in coil or straight length in 6 M/12 M.
59	HDPE PE-80PN-6
60	75 mm dia
61	90 mm dia
62	110 mm dia
63	Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI 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.
64	HDPE PE-80PN-6
65	125 mm dia
66	140 mm dia
67	160 mm dia
68	180 mm dia
69	Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, 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.
70	100 mm
71	150 mm
72	200 mm
73	250 mm
74	300 mm
75	Earthwork in excavation by mechanical means (Hydraulic excavator) /manual means over areas (exceeding 30 cm in depth .1.5 min width as well as 10sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5m, disposed earth to be leveled and neatly dressed : All kinds of soil
76	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 .:
77	Ordinary rock
78	Providing and fixing of flanged/plain ended MS specials from MS sheet strips of relevant IS specification of approved thickness by welding , lowering, laying and aligning, fixing in position at all level/depths in trenches complete including all taxes, material , labour, inside lining, outside coating , testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge
79	MS pipe special upto 600mm dia (with minimum 5.0 mm thickness sheet)
80	Dismantling of cement concrete pavement for pipe line line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width ethanspecified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.
81	Dismantling of flexible pavement for pipe line line and chambers by mechanical meansusing pneumatic tools, breaking to piecesnot exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
82	Bituminous courses
83	Granular courses
84	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 made as 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 asper technicalspecification and scope of work.
85	Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra paymentshall be made be made for trench width more than specified,complete work as per technical specification and scope of work.
86	M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
87	Plain cement concrete pavementof M-30 Grade
88	Horizontaldirectionaldrilling(bytrenchlesstechnology)ofsuitablediahole minimum1.0mtrbelownaturalgroundlevelinalltypeofsoilunderCC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the formofacoil includingexcavation,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.
89	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 of 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications. (Interlocking block manufactured 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: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)Note:Ifexistingprecastblockusedmorethan70%,thanforevery1%use above 70%, deduction of 1% in cost shall be done for every 1% use above 70%.
90	60 mm thick.
91	80 mm thick.
92	100 mm thick
93	RGF WTP WITH CWR
94	Design, construction, (including topographical survey, geotechnical investigation and other surveys as required) for specified capacity of WTP based on 22 Hrs. operation including inlet chamber, aeration fountain/ cascade, inlet channels including mechanical/manual fine/coarse screens, flash mixer, mixing channel with Parshall flume and flow measuring arrangement, clariflocculator with conventional, filter house and filter plant including back wash tank and back wash pumps with 100% standby, chemical house, coagulant feed tank with feed mechanism, poly aluminium chloride (PAC) or other coagulant tank of specified capacity and nos. with mixing and dosing arrangement complete, vacuum feed gas chlorinator with 100% standby, sludge handling unit and recycling of collected water from sludge, clear water reservoir of specified capacity, clear water pumping station including specified number and capacity of pumps, motors, panels, starters, cables, transformers, etc. complete, external and internal electrification, laboratory building with all specified lab equipment, admin building, Quarter (One no.), sanitary block with necessary water supply and drainage arrangement, campus roads, landscaping and other campus development works, rain water harvesting etc. all required works complete as per the direction of Engineer-in-Charge(10.63 MLD = 664.375 KLH)
95	Above 10 MLD upto 15 MLD
96	Design, Manufacture, Supply, Installation, Testing and Commissioning of Indoor type PLC Panel of size approx. 1000 mm X 600 mm X 2000mm (LBH), Fabricated out of min. 2 mm thick CRCA sheet complete with latest configuration, necessary programming software for PLC & SCADA and comprising of all accessories not limited to the following:- Programmable Logic Controller (PLC) with Dual Hot Redundant CPU, Power supply, Communication Module, IO & Processor rack (Standard DC), Back up Interface/Expansion Module, Rack (Backplane) 10 slots for IO and Processor. SCADA software shall have facility VPN, OPC, Smart Client, Web Enabled, Automation Report Generation, Archiving, Treands, Data Logging, etc.
97	DI-No. 118, DO-No. 114, AI-No. 24, AO-No. 12, MCB 16A DP-No. 2, MCB 6A DP-No. 6, SMPS 100-240VAC/4.5A/24 VDC-No. 1, Selector Switch (Auto/Manual) & Local/Remote-No. 2, Control Relays-Lot 1,Annunciator with 24 Windows NO to NC TypeMicroprocessor Based, Window Size 75x42mm, 110VAC-No. 1 with Electronic Hooter No. 1, Control Transformer 200VA No. 1, Emergency STOP Push Button No. 1, Panel Cooling Fan & Filter No. 2, Panel Light with Door Switch, 7W No. 1, Control Indication Lamp for 24VDC, 220VAC No. 3, Push Button No. 3, Power Wiring+Control Wiring + Control TB/ Fuse 2A,TB etc. Lot 1, Panel Hardware, lugs, terminations, ferrules, name plate Etc. Lot 1, UTILITY SOCKET 16A, 3 PIN No. 2, HMI Display 15 Inch, Colour No. 1, Isolators Dual Output, 24VDC-Lot 1, Ethernet Switch ( Managed)-No. 2Operator Station including, Core i5 processor, 8 GB RAM, 1TB SSD, DVD RW Drive, RS-232/485/RJ45 Port, 1 Parallel Port, 4 nos. USB Port, 2x Ethernet Cards, Keyboard, Optical professional, Anti Virous, etc. No. 2,Engineering Station including, Core i7 processor, 8 GB RAM, 1TB SSD, DVD RW Drive, RS-232/485/RJ45 Port, 1 Parallel Port, 4 nos. USB Port, 2x Ethernet Cards, Keyboard, Optical mouse, 32\"\" LED monitor, Latest windows professional, Anti Virous, etc. No. 2,Run Time & Development Programming and Troubleshooting software for PLC, HMI, SCADA, VPN, Web Client - OWS No. 1Black and white, A4 Size Laser Printer , copier, Scaner Hi-Speed USB 2.0 port; built-in Fast Ethernet 10/100 Base-TX network port; built-in WIFI 802.11b/g/n No. 2Online UPS 3 KVA with 60 min Backup time. No. 1
98	PLC SCADA For WTP, Pump House, flow meter, CWR, ECR etc.
99	RCC RESERVOIRS
100	ConstructionandcommissioningofRCCINTZEtypeOverHeadServiceReservoirof followingcapacityandstagingaspertheScopeofworkandTechnicalspecifications, consisting of the following main activities: -
101	a)Topographicsurvey,preparationofsitecontourplan,conductingSBCtest andits approvalfromdepartment beforeconstruction.Submissionandapprovalofconcretemix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c)OHSRshallbeprovidedwithadequateplinthprotectionallaroundthestructureina width starting from edge of structure at GLand extending at least up to1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil.d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.e)Conducting successfully hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container.i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.j) Providing and fixing water level indicator (float type).
102	k)Providingandfixingofhandrailingallaroundthebalcony,topdomeandstaircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.m)Providingandfixingof150mmwidePVCwaterbarfortheconstructionjointsinthe container (vertical wall & cone wall).n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.o)Lightingarrestorconsistingofprovidingandfixingof2Nos. ofchemicalearthingand connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shallbe fixed inthe bottomdome/ slabfor connectinginlet, outlet, overflow and washout pipe of the reservoir.q) 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.r)Inlet,outlet,overflow,washoutpipesandvalvesarenotincludedinthiswork, provision for the same shall be taken separately.
103	Rates for RCC OHSR, SBC 10 T/Sqm, SEISMIC ZONE-II & STAGING 20 M
104	500KL capacity
105	Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: -
106	a)Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction.b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water levelindicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall.e) Successful hydro test and water tightness test as per I.S. code.f) Providing and applying three coats of anti-carbonation paint on the roof Slab.g)Providingandapplyingthreecoatsofcement-basedpaintontheremainingexternal surface area of the structure.
107	h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder fromroofslabtobottomSlab,insidecontainer.Providingandfixingwaterlevelindicator (Float type).i) Providing and fixing MS ladder from ground to top slab.j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.k) Providing and fixing of 150mm wide water bar for the construction joints in the container.l)ProvidingandfixingCI/DIpuddlecollarstheverticalwallforconnectinginlet,outlet, overflow and washout pipes of the reservoir.m)Inlet,outlet,overflow,washoutpipesandvalvesarenotincludedinthiswork, provision for the same shall be taken separately.
108	Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4
109	250KL capacity
110	Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
111	150 mm
112	200 mm
113	250 mm
114	300 mm
115	Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight 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/FG200 Stem - 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 steel Insertion 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.
116	Manually Operated CI Sluice valve of Class PN-1.0
117	150 mm HW
118	200 mm HW
119	250 mm HW
120	300 mm HW
121	Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV) of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (Part-1)/2004 (amended up to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/FG200. Face to face dimensions as per IS:5312 (Part-1):2004, Flanges Drilled as per IS:1538. 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 of SS-AISI-410, Hinge Malleable cast iron/SS AISI:316, Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR, Nut-Bolt as per IS:1363 and IS:1367 (galvanised steel), Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in- charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
122	Class PN 1.0
123	150 mm dia
124	200 mm dia
125	250 mm dia
126	300 mm dia
127	Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0
128	150 mm dia.
129	200 mm dia.
130	250 mm dia.
131	300 mm dia.
132	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.withintrenches inDIpipe line completeincluding all material, labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work).
133	All End Flanged
134	Up to 300 mm Diameter
135	SITC of Ultrasonic Level Transmitter suitable for measuring water level in reservoir, Normal Powered 24VDC, Type of Transmitter: Two Wire (4-20 mA), Cable Entry: 1/2\" NPT (F), Sensor Material: PP, slip-on Flange: 2 ½” Flange, Material of Construction for Slip-on flange: PP, output 4~20mA, HART compatible, accuracy +/_ 0.2 % as per detailed Technical specification, scope of work and direction of Engineer in charge.
136	Measuring range 0.0 to 6.0 mtr
137	Providing and fixing of flanged/plain ended MS specials from MS sheet strips of relevant IS specification of approved thickness by welding , lowering, laying and aligning, fixing in position at all level/depths in trenches complete including all taxes, material , labour, inside lining, outside coating , testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge
138	MS pipe special upto 600mm dia (with minimum 5.0 mm thickness sheet)
139	PUMP HOUSE AND BOUNDARY WALL
140	Construction of Pump house of RCC framed structure with pump pit in RCC walls as per scope of work and technical specification complete work in all respect including electrical works for indoor and outdoor lighting and fans, rain water drainage, sanitary, plumbing, monorail/ EOT crane etc. complete as per direction of Engineer-in-charge. The GA, structure, electrical, sanitary, P&ID, SLD to be prepared by the contractor and submitted to department for approval for earth quake zone II.
141	Pump House with suitable EOT arrangement with Girder At Kuri HW
142	Pump House with suitable EOT arrangement with Girder At Sangariya HW
143	Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:1. Depth of foundation- 900 mm.2. PCC in M-10, width -900 mm and thickness 100 mm,3. Stone masonary in CM: 1:6 section of foundation above PCC, 600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm.5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.6. Expansion joint shall be on every 30 mtr.7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.8. Pillar for main gate 350x350 mm in size is part of boundary wall.9. Cement paint of approved colour in 3 coat shall be done.
144	Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints.
145	Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as leveling course, RCC M25 grade for base slab, side wall & cover sla, including cost of steelreinforcement, form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as per specifications and standard drawings and as directed by Engineer-in-Charge.
146	For Class-A loading
147	Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm
148	Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm
149	Sluice valve chamber of size1.26m x1.185m x1.82m for pipe size-from 200-to-300mm
150	Sluice valve chamber of size1.61m x1.75m x2.795m for pipe size-from 500-to-700mm
151	For in-campus Valve Chambers
152	Sluice valve chamber of size1.13m x0.85m x1.225m for pipe size-upto100mm
153	Sluice valve chamber of size1.17m x0.95m x1.37m for pipe size-from 125-to-150mm
154	Sluice valve chamber of size1.26m x1.185m x1.76m for pipe size-from 200-to-300mm
155	Construction ofRCC Air valve chamber for different type of valves including hwork excavation, 100mm PCC M15 as 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 per specifications and standard drawings and as per direction of Engineer-in-Charge.
156	Air valve chamber of size0.9m x1m x1.695m for air valve size-from 50 mm-to-80mm
157	Construction of RCC pillar for following size of air valves including earthwork xcavation, 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.
158	Air valve pillar for air valves size of 80mm dia
159	PUMP AND MACHINERY
160	Providingandfixing atsitewithnecessarypacking, HorizontalCentrifugal Split Casting pumps with 4 poleinduction motor operating at synchronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casingandcasingring,SS316impeller,SS410Shaftandshaftsleeve, couplingguard,commonbaseplate,foundationbolts,Cementconcrete foundation etc. complete with all respect as per the specification and scope ofworkanddirectionofEngineerinChargeoffollowingrangeofduty conditions.Note: Duty condition of required pump shall also be mentioned in BoQ.
161	Discharge 20 to 30 LPS and head 31 to 40 M
162	Discharge 20 to 30 LPS and head 41 to 50 M
163	Providing and fixing of flanged/plain ended MS specials from MS sheet strips of relevant IS specification of approved thickness by welding , lowering, laying and aligning, fixing in position at all level/depths in trenches complete including all taxes, material , labour, inside lining, outside coating , testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge
164	MS pipe special upto 600mm dia (with minimum 5.0 mm thickness sheet)
165	Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight 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/FG200 Stem - 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 steel Insertion 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.
166	Manually Operated CI Sluice valve of Class PN-1.0
167	125 mm HW
168	150 mm HW
169	200 mm HW
170	250 mm HW
171	300 mm HW
172	350 mm with Gear
173	400 mm with Gear
174	450 mm with Gear
175	500 mm with Gear
176	Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV) of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (Part-1)/2004 (amended up to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/FG200. Face to face dimensions as per IS:5312 (Part-1):2004, Flanges Drilled as per IS:1538. 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 of SS-AISI-410, Hinge Malleable cast iron/SS AISI:316, Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR, Nut-Bolt as per IS:1363 and IS:1367 (galvanised steel), Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in- charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
177	Class PN 1.0
178	125 mm dia
179	150 mm dia
180	200 mm dia
181	250 mm dia
182	300 mm dia
183	350 mm dia
184	400 mm dia
185	450 mm dia
186	500 mm dia
187	Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0
188	125 mm dia.
189	150 mm dia.
190	200 mm dia.
191	250 mm dia.
192	300 mm dia.
193	350 mm dia
194	400 mm dia
195	450 mm dia
196	500 mm dia
197	Providing, lowering, laying, aligning, fixing in positionand jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS:9523- 2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line completeincluding all material, labour, taxes, testingand commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work).
198	All End Flanged
199	Up to 300 mm Diameter
200	SITC STAR DELTA Starter type LT Panel of following rating: all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/Essar 1.6mm/2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries (Insulators, Acrylic Sheet, Backlight Sheet, Hardware, Wire, Name Plates, Lugs, PVC Channel, MCB Chanel, Lock, Hing, Bidding, Connectors, Neutral Links, Spiral, Saddle & Packing Material) etc. and 100A/125A,TPN, Aluminium Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge.
201	STAR DELTA STARTER 18.5 KW (25.0 HP) :- For 2 motors (1 W+ 1S) I/C- MCCB 125A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2), Extended Rotary Handle (1), Analog Voltmeter 96x96mm (0-500V) (1), Volt Selector Switch (1), Analog Ammeter 96x96mm (0-60A) (1), Amp. Selector Switch (1), C. T. 125/5A CL 1.0 5VA (3), Indicating Lights (Red-1, Yellow-1) (2), Indicating Lights (Blue-1) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (16-24A) (2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red-1, Green-1, Amber-1) (6), Push Button 22.5 (Red-1, Green-1) (4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 10 Kvar (2), S/D Timer(2)
202	STAR DELTA STARTER 22.0 KW (30.0 HP) - : For 2 motors (1 W+ 1S) I/C- MCCB 125A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1), Spreaders (2), Extended Rotary Handle (1), Analog Voltmeter 96x96mm (0-500V) (1), Volt Selector Switch (1), Analog Ammeter 96x96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 125/5A CL 1.0 5VA (3), Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights (Blue-1) (1), Control MCB 6A SP 10 KA C-Curve (3) and O/G- MCCB 100A TPN 25 KA With T/M BasedOver Current & Short Circuit Protection (2), Power Cont 40A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (23-32A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Preventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 12.5 Kvar (2), S/D Timer(2)
203	SITC of Soft Starters with panel supplied by manufacturer conforming to applicable standards with logic inputs & outputs, relay outputs and analogue outputs, plug in I/O connections, display of electrical parameters, state of load & operating time, RS 485 serial link for connections to Modbus.
204	30 KW
205	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:8130-1980 including making connection etc.
206	3 core 10.0 Sq.mm
207	3 core 16.0 Sq.mm
208	Supply & Fixing XLPE insulated/P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 Cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size.
209	25.0 Sq.mm, 3.5 core
210	35.0 Sq.mm, 3.5 core
211	Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 20 mm dia. G.I. \"B\" class watering Pipe including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and CC finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mmx300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.
212	Supplying & Installing 100mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as per specification with safety cover.
213	SLUICE VALVES & INTER CONNECTION
214	Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight 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/FG200 Stem - 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 steel Insertion 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.
215	Manually Operated CI Sluice valve of Class PN-1.0
216	80 mm HW
217	100 mm HW
218	125 mm HW
219	150 mm HW
220	200 mm HW
221	250 mm HW
222	300 mm HW
223	Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV) of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (Part-1)/2004 (amended up to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/FG200. Face to face dimensions as per IS:5312 (Part-1):2004, Flanges Drilled as per IS:1538. 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 of SS-AISI-410, Hinge Malleable cast iron/SS AISI:316, Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR, Nut-Bolt as per IS:1363 and IS:1367 (galvanised steel), Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in- charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
224	Class PN 1.0
225	125 mm dia
226	150 mm dia
227	200 mm dia.
228	250 mm dia.
229	300 mm dia.
230	Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/Screwed type of approved makes for following pressure rating & dia complete, confirming to IS:14845-2000 (amended up 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 or Screwed type shall have external pipe threads conforming to IS:554 Fasteners - 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.
231	Class PN 1.0
232	25 mm S-1 Type
233	40 mm S-1 Type
234	Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning Technical Specifications and as per direction of Engineer. Class PN 1.0
235	100 mm dia.
236	125 mm dia.
237	150 mm dia.
238	200 mm dia.
239	250 mm dia.
240	300 mm dia.
241	ROAD CROSSING
242	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 asperapprovedby authority specification and the direction of the Engineer. Apply corrosion, resistant, protection on inside and outsideof casing pipeas per technical specification.
243	300 mm Dia 8 mm thick casing pipe.
244	400 mm Dia 8 mm thick casing pipe .
245	Provision for Road Crossing permission and other charges for permission
246	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
247	Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection, 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.
248	150 mm
249	200 mm
250	Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15 as leveling course, RCC M25 grade for base slab, side wall & cover slab, including cost of steel reinforcement, form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as per specifications and standard drawings and as directed by Engineer-in-Charge.
251	For Class-A loading
252	Sluice valve chamber of size1.17m x0.95m x1.415m for pipe size-from 125-to-150mm
253	Sluice valve chamber of size1.26m x1.185m x1.76m for pipe size-from 200-to-300mm
254	Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing 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) ,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 steelInsersion 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.
255	Manually Operated CI Sluice valve of Class PN-1.0
256	150 mm HW
257	200 mm HW
258	Providing and fixing of flanged/plain ended MS specials from MS sheet strips of relevant IS specification of approved thickness by welding , lowering, laying and aligning, fixing in position at all level/depths in trenches complete including all taxes, material , labour, inside lining, outside coating , testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge
259	MS pipe special upto 600mm dia (with minimum 5.0 mm thickness sheet)
260	Providing, lowering, laying, aligning, fixing in positionand jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost ofall labour, testing and commissioning Technical Specifications and as per directionof Engineer. Class PN 1.0
261	150 mm dia.
262	HOUSEHOLD CONNECTIONS
263	Providing Household Tap Connection as per technicalspecification and approved 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 layersand disposal of surplus excavated soil as directed with in a lead of 100 meter; providing & fixing of all fitting duly approved in accordance with specification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm, GM Full-way Valve (IS:778Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427/20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/15mm 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 itemand paid separately.
264	For connection with 20mm dia MDPE/PPR-C pipe length up to 05 mtr.
265	P & F Bib cock (IS : 8931 mark), superior quality ofapproved make, chrome plated with complete brass body including brass handlewith wt. 300 to 325 gm.15 mm nominal bore.
266	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 done by 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..
267	Add extra over item no 1.21, 1.22 & 1.23 for providing20 mm PE80 PN16asperISO4427MDPEpipeincludingexcavation,providing, laying & jointing of service line above 5.00 mtr.

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Tender For Reorganization Of Piped Water Supply Scheme Of Sangaria Tehsil Luni District Jodhpur Under Jjm, Jodhpur-Rajasthan

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