Tender For Augmentation Cum Reorganization Of Aapni Yojana Phase I Dhannasar Feeder Water Supply Project Including 10 Years O And M District Churu, Churu-Rajasthan

TDR : 48871942

Tender Notice
Corrigendum Details
BOQ

Expired

Churu , Rajasthan

Tender Brief : Corrigendum : Tender For Augmentation Cum Reorganization Of Aapni Yojana Phase I Dhannasar Feeder Water Supply Project Including 10 Years O And M District Churu

Document Fees
₹ 50000 /-

EMD
₹ 47574147.0 /-

Tender Value
₹ 237.87 Crore /-

Submission Date
09-06-2025

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	23-05-2025	Corrigendum no 01 and date extend	Date	09-06-2025

Name of Work: Work of Augmentation cum Reorganisation of Aapni Yojana Phase-I, Water supply for Dhannasar Feeder Project including 10-year O&M.

Sl. No.	Item Description
1	Part A : Cost Estimate for Pipeline Works
2	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils
3	75 mm dia.
4	90 mm dia.
5	110 mm dia.
6	125 mm dia.
7	140 mm dia.
8	160 mm dia.
9	180 mm dia.
10	200 mm dia.
11	225 mm dia.
12	100 mm dia.
13	150 mm dia.
14	200 mm dia.
15	250 mm dia.
16	300 mm dia.
17	1100 mm MS 9 mm THICK
18	Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per 15:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382- 1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ I.I unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
19	100 mm dia.
20	150 mm dia.
21	200 mm dia.
22	250 mm dia.
23	300 mm dia.
24	Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per 15:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382- 1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ I.I unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
25	150 mm dia.
26	200 mm dia.
27	250 mm dia.
28	Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, 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.), field joints,satisfactory hydraulic testing, disinfection, commissioning etc. completeas per technical specifications anddirection of Engineer-in-charge; including external 3LPE/DFBE/PU coating and internal DTM PU coatingNote : 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.
29	1100 mm MS 9 mm THICK
30	Providing, lowering, laying and jointing in trenches, standard lengths HDPE PE- 80 PN-6 ISI marked Pipes as per IS-4984:1995 (ammended upto date) with neccessary 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, bends etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earthwork)
31	75 mm dia.
32	90 mm dia.
33	110 mm dia.
34	125 mm dia.
35	140 mm dia.
36	160 mm dia.
37	180 mm dia.
38	200 mm dia.
39	225 mm dia.
40	Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(ammended up to date) Body, High pressure cover , Low pressure cover, Cowl andJoint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, 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 & coverinside and outside fastners - CS/ Galvenised steel, Outlet of big orifice will have a screen to prevent Tamper of float,with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amendedupto date) PN 1.6 ratings Valves including all mateial, 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..
41	50 mm dia
42	200 mm dia.
43	Providing, lowering, aligning, fixing in position and Jointing in pipe line, combination Air Release Valve Kinetic type with single chamber housed Double orifice and have 3 functions, large Air exhaust, small Air venting and large air intake during vacuum of pipeline of approved makes of following pressure rating and dia and as per following specifications:Governing standard - AWWA C512 ,Body and bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865,Float & internal trim: AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBRDrilled 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 & coverinside and outside Fasteners - CS/ Galvanised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, Big orifice size should be equal or larger than the inlet flange bore, for fully comply with AWWA C512.), Valve 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.
44	50 mm dia.
45	200 mm dia.
46	Construction of Air valve pillar for fixing of Air valves
47	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 or equivalent) 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) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6
48	100 mm dia.
49	150 mm dia.
50	200 mm dia.
51	250 mm dia.
52	300 mm dia.
53	600 mm dia.
54	Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Manually Operated CI Sluice Valves of Class PN 1.0 Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
55	80 mm dia.
56	100 mm dia.
57	125 mm dia.
58	150 mm dia.
59	200 mm dia.
60	250 mm dia.
61	300 mm dia.
62	Cosntruction of valve chamber for Sluice Valves, Flow Control Valve and Butterfly valve as per approved drawing and specifications to the satisfaction of Engineer-in-charge
63	Type - A (80 mm to 100 mm dia)
64	Type - B (125 mm to 200 mm dia)
65	Type - C (250 mm to 350 mm dia)
66	Type - E (500 mm to 600 mm dia)
67	Cosntruction of Scour valve chamber as per approved drawing and specifications to the satisfaction of Engineer-in-charge
68	Construction of Village Transfer Chamber as per approved design, drawing & specification given for material of construction and completion of all works of installation of sluice valves, D.joints, C.I. pipes, specials (excluding supply)etc. complete in all respect to achieve the work as given in the scope of work.
69	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 as per Technical Specifications and as per direction of Engineer.
70	100 mm dia.
71	150 mm dia.
72	200 mm dia.
73	250 mm dia.
74	300 mm dia.
75	600 mm dia.
76	j) Providing and fixing water level indicator (float type).k) Providing and fixing of hand railing all around the balcony, roof and staircase, 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) Providing and fixing of 150mm wide PVC water bar for the construction joints in the 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) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mmp) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, 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, washout pipes and valves are not included in this work, provision for the same shall be taken separately. Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 15 M
77	75 KL
78	Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -
79	a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore 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, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.c) OHSR 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 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).
80	k) Providing and fixing of hand railing all around the balcony, top dome and staircase 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) Providing and fixing of 150mm wide PVC water bar for the construction joints in the 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) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, 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, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
81	Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 18 M
82	100 KL
83	150 KL Each ( 150 KL X 2 Nos.)
84	200 KL
85	250 KL
86	Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 20 M
87	100 KL Each ( 100 KL X 2 Nos.)
88	150 kl Each ( 150 KL X 4 Nos.)
89	200 KL Each ( 200 KL X 7 Nos.)
90	250 KL Each ( 250 KL X 8 Nos.)
91	300 KL Each ( 300 KL X 2 Nos.)
92	350 KL Each ( 350 KL X 2 Nos.)
93	Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II & STAGING 22 M
94	200 KL
95	Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
96	100 mm dia.
97	150 mm dia.
98	200 mm dia.
99	250mm dia.
100	300 mm dia.
101	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. Section of foundation above PCC W-600 mm, D-450mm, W- 450mm, D-450 mm.4. Superstructure work: Stone masonary W-300, height-1650 mm,/ Brick work 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.
102	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 enamal paints.
103	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 shallbe made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.
104	Providing and laying in position cement concrete M10 grade nominal mix 1:4:8 (1 Cement : 4coarse sand : 8 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.
105	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. M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
106	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 madefor trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
107	Bituminous courses
108	Granular courses
109	Provision for Restroration of Bitumen Road after laying & jointing pipe line as per direction of Engineer In charge
110	Provision forRestoration of WBM Road cutting as per specifications.
111	Total Length of Canal Corssing during laying of pipe at various locations
112	Providing service connection as per technical specification and standard drawing as per relevant IS code (ammended up to date) from all kind of water mains up to consumer meter/premises (complete job). This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing of cement concrete, WBM, Black top etc. of all thickness; cutting of CC road/jhiri by using a concrete cutter machine; depositing and refilling of pit & jhiri watering and ramming/compacting in layers and disposal of surplus excavated soilas directed with in a lead of 50 meter; providing and fixing of all fitting duty approved in accordance with ISO/DTR 9080 as per specification for portable water including approved make of MS/PVC clamp with saddle piece, gunmetal ferrule 4.0 mm (ISI make), valve (IS: 778) and specials with MDPE pipe PE 80 PN 12.5 as per ISO 4424 below ground level and P&F GI pipe 15 mm dia class B (ISI mark) above ground level in the premises for fixing tap (max. length2.0 mtr.), P&F a 15 mm bib cork with foam flow chrome plated with complete brass body including brass handle having good quality with wt 300 to 325 gm, including accessories with flushing , cleaning, disinfecting and testing of pipeline complete required for making of service connection complete in all respect including labour charges. In addition to the ferrule, an orrifice of 4.0mm dia should also be provided in the service line at the entry pointy of consumer\"s property in such a way that it should be accessible for inspection to VWSC, PHED and any other authority which woyld like to inspect as and when required. The service line should be laid atleast 45 cm below ground level, except in case of concrete/bituminous raods where minimum depth shall be 20cm. For details specifications of MDPE pipes please refer \"Technical Specifications\" of bid document. General specifications of MDPE pipes shall be as under: The raw material shall be virging PE 80 blue compound and comply with the requirement of ISO/directive of testing material : 9080 with minimum required strength of 8 Kg/sq.cm. ; The raw material shall be food grade quality ; ressure rating shall be 12.5 Bar ; The pipes shall bear ISO marking
113	Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & 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 minimum 70 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) 80 mm thick
114	Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.
115	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.
116	300 mm Dia 8 mm thick casing pipe with protective coating.
117	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
118	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.
119	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.
120	Thermo-mechanically Treated bars (Conforming of relevent IS code)
121	Provision updation of existing surge system for Design,Supply andinstallation of suitable Surge Protection Devices to protect the Pumping main includingallmaterial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer etc,complete in all respect.
122	Fabrication, supply of flanged/ plain ended MS pipe made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete excluding flanged jointing wherever (required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.
123	MS pipe upto 600 mm dia (with minimum 5mm thickness sheet
124	MS pipe above 600mm dia (with minimum 6.3mm thickness sheet)
125	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 or equivalent) 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) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6
126	80 mm dia.
127	100 mm dia.
128	125 mm dia.
129	150 mm dia.
130	200 mm dia.
131	300 mm dia.
132	350 mm dia.
133	400 mm dia.
134	450 mm dia.
135	500 mm dia.
136	600 mm dia.
137	700 mm dia.
138	800 mm dia.
139	900 mm dia.
140	1000 mm dia.
141	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 as per Technical Specifications and as per direction of Engineer.
142	80 mm dia.
143	100 mm dia.
144	125 mm dia.
145	150 mm dia.
146	200 mm dia.
147	300 mm dia.
148	350 mm dia.
149	400 mm dia.
150	450 mm dia.
151	500 mm dia.
152	600 mm dia.
153	700 mm dia.
154	800 mm dia.
155	900 mm dia.
156	1000 mm dia.
157	Cosntruction of valve chamber for Sluice and Butterfly Valves as per approved drawing and specifications to the satisfaction of Engineer-in-charge
158	Valve Chamber (80 mm to 100 mm dia)
159	Valve Chamber (125 mm to 200 mm dia)
160	Valve Chamber (250 mm to 350 mm)
161	Valve Chamber(500 to 600 mm)
162	Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover 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 DIN 3202 F4/ IS 13095Drilled 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 both body 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- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR \"O\" ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Class PN 1.6, Motorised OperatedNote: Rates are exclusive of tail piece/ dismantling joints and earth work.
163	200 mm dia.
164	300 mm dia.
165	400 mm dia.
166	450 mm dia.
167	600 mm dia.
168	1000 mm dia.
169	Providing, lowering, laying, aligning, fixing in position and jointing in pipe line, DI dual plate check valves of PN 1.6 rating of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
170	80 mm dia.
171	100 mm dia.
172	125 mm dia.
173	150 mm dia.
174	200 mm dia.
175	300 mm dia.
176	400 mm dia.
177	450 mm dia.
178	600 mm dia.
179	Providing and fixingat site with necessary packing,Horizontal Centrifugal Split Casting pumps with 4 poleinduction motor as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions.Note: Duty condition of required pump shall also be mentioned in BoQ
180	368.29 LPS, 45 m head (250 KW)
181	Providing and fixingat site with necessary packing,Horizontal Centrifugal Split Casting pumps with 4 poleinduction motor as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions.Note: Duty condition of required pump shall also be mentioned in BoQ.
182	17.92 LPS, 70 M HEAD
183	20.30 LPS, 74 M HEAD
184	16.58 LPS, 77 M HEAD
185	22.58 LPS, 75 M HEAD
186	21.55 LPS, 69 M HEAD
187	13.92 LPS, 85 M HEAD
188	30.39 LPS, 85 M HEAD
189	89.86 LPS, 18 M HEAD
190	27.41 LPS, 78 M HEAD
191	19.50 LPS, 92 M HEAD
192	21.77 LPS, 87 M HEAD
193	18.57 LPS, 76 M HEAD
194	13.24 LPS, 86 M HEAD
195	25.61 LPS, 74 M HEAD
196	24.41 LPS, 75 M HEAD
197	34.26 LPS, 88 M HEAD
198	28.66 LPS, 69 M HEAD
199	Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 operating at sync. speed 2900 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.
200	13.33 LPS, 57 M HEAD (15 KW)
201	13.99 LPS, 63 M HEAD (15 KW)
202	13.94 LPS, 58 M HEAD
203	5.63 LPS ,46 M HEAD
204	19.26 LPS, 51 M HEAD
205	8.13 LPS, 66 M HEAD
206	26.86 LPS, 46 M HEAD
207	13.21 LPS, 32 M HEAD
208	7.26 LPS, 35 M HEAD
209	17.19 LPS, 40 M HEAD
210	9.72 LPS, 42 M HEAD
211	18.08 LPS, 61 M HEAD
212	10.62 LPS, 63 M HEAD
213	Providing, installation, testing and commissioningof Submerged Centrifugal Pump sets with motor ( water immersed, dry air filled, class \"F\" insulated TEWC motor integrally mounted on volute casing pump sets for drinking water ) 3 phase, +/- 3%, 415 volt +/- 10%, along with suitable foundation/ installation device and with 10 mtr cable, material of construction of impeller SS, casing (volute) CI, wearing ring SS, etc. completein all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.
214	222.01 LPS, 42 M HEAD, 125 KW
215	408.71 LPS, 17 m head (110 KW)
216	193.15 LPS, 47 M HEAD, 125 KW
217	Supplying, erecting, testing & commissioning of Electrically Operated Travelling Crane (EOT) .Main girder & End Carriage fabricated from Rollled Steel Section, Gear Box for all motion, Electro Magnetic Friction Disc Type Brakes, all safety limit switches, LT wheels EN 9, Double Flanged 4No, with Sq. Cage motor of adequate rating (KW), duly painted mechanical cleaning and one coat of primer and two coat of synthetic paint and as per the direction of the Engineer.
218	3 MT Capacity
219	Span 7 M and Lift 6 M
220	5 MT Capacity
221	Span 7 M and Lift6 M
222	Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxicsuitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical specifications and as per direction of Engineer-incharge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work.Manually Operated CI Sluice valve of Class PN-1.0
223	100 mm dia.
224	150 mm dia.
225	350 mm dia.
226	600 mm dia.
227	Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
228	100 mm dia.
229	150 mm dia.
230	350 mm dia.
231	400 mm dia.
232	600 mm dia.
233	700 mm dia.
234	Design & Construction of clear water reservoirs of required capacity at following places, including its piping, fittings, etc complete in all respect as per the scope of work & specifications given in the tender document at the following places & sizes .
235	TPS/CPS DHANNASAR
236	TPS/CPS PALLU
237	TPS/CPS SADASAR
238	TPS/CPS SARDARSHAR
239	CPS-MITASAR
240	Design, Manufacturing and Supply of Batch Type Electrochlorinator of capacity
241	Construction of Pump Stations (Civil Works)
242	Rate for Construction of boundary wall per Unit Length
243	Rate for providing and fixing of steel gates per Kg of steel
244	Estimate for Staff Quarters
245	A : External Lighting
246	P & F IP-65 protected street light luminaire on existing bracket suitable for HPSV/MH LAMP, made from powder coated single piece pressure die cast aluminium housing electrochemically brightened and anodized POT optics aluminium reflector, heat resistant & toughened glass cover and accessories like copper ballast, electronic ignitor, capacitor, holder prewired up to terminal block etc. as required including making connection testing etc. as required (without lamp) street light suitable for metal halide lamps : 1x150W
247	Supply and errection of MS swaged tubuler pole as per IS 27131980(part I & II) and made out from tube of ISI mark for structural purpose, with MS base base plate in position, including excavation of pit, filling the same with C.C. of M-10 grade (1:3:6) from bottom to 50 cm above the ground level with the help of steel frame of 40 cm dia upto bottom section of 114.3 mm OD & 50 cm dia beyond 114.3 mm OD, duly finished with cement plaster, GI cable sleev, earthing terminal, cable entry, rubber paint upto CC level, red oxide in remaining portion, duly finished with two coats of Aluminium/enamel paint, approved by engineer incharge. The pole shall be as per following specification (See Table)
248	7.5 mtr. (410 SP-5)
249	Add for Supply & fixing of MS overhang of following size over the existing poles
250	76.1 mm OD x 3.25 mm thickness
251	P & F Normal/ High OutputHigh pressure sodium vapour/ Metal halide/ Halogen lamp as required :
252	Metal Halide Lamp Double ended 150 Watts
253	P & F Electronic ignitor suitable for HPSV/ Metal halide lamp up to 30.0 Mtr. distance as required.
254	P/Laying 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,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 4cx6mm sq aluminium armoured
255	B : Horticulture
256	Supply at site of work well decayed farm yard manure from any available source approved by Engineer-in-charge including screening and stacking
257	Supply&Stackinggoodearthatsitecompleteincludingloading,unloading&transporationetc.
258	Supply of Insecticides & Pesticides Methyl Prathion 2% at store in dust / liquid form complete.
259	Grassing with \"Doobs\" grass In rows 15 cm apart in either direction including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed.
260	Supply and planting of Tabernaemontana variegated ( Chandni) in poly bags / earthen pots well branched, well established & free from disease of 900 mm min. height plants at site in 0.60 m dia holes,1 m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure,backfilling the hole watering etc as required.
261	Supply and planting of Wedelia trilobata ( SunFlower Family) in poly bags / earthen pots well branched, well established & free from disease of 300 mm min. height ground covers at site in 0.3 m dia holes,0.3 m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure,backfilling the hole watering etc as required.
262	Supply and planting of Boungainvilleabest quality container grown healthy trees of 2 mt. min. height, well established & free from disease at site in 0.90 m dia holes,1 m deep dug in the ground,mixing the soil with decayed farm yard/sludge manure,backfilling the hole watering etc as required.
263	General Leveling & grading of the campus area and provision for rainwater harvesting structures
264	C : Construction of Cement Concrete Road
265	Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre
266	In all types of soil [MoRTH Specification : Clause : 301]
267	Providing, laying and compacting plain/ reinforced cement concrete of specified grade in foundation/ leveling course/ pile cap using concrete mixer and vibrater complete including cost of form work, as per drawing and technical specifications and as per clause 1100, 1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery.
268	P.C.C.M-15 grade
269	P.C.C.M-20 grade
270	D : Construction of Surface Drainge ( Masonary)
271	Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottom, lift upto 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal ofsurplus excavated soil as directed within a lead of 50 m in all kinds of soil.
272	Basefloor
273	Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering. All up to plinth level
274	Base Floor
275	RR stone masonary suerstructure ( cm 1:4)
276	Vertical InnerLongWall
277	Cement Plaster 1:4 cm (20 mm)
278	Cement Concrete Coping M15
279	Repair Works
280	Office-Resi Buildings repairing
281	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils
282	Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in :
283	Cement Mortar 1:6 (1-Cement:6-Sand).
284	Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in:
285	Cement Mortar 1:6 (1-Cement:6-coarse sand).
286	Repair to brick masonary in cement sand mortar with taking out of Deceayed from wall and replaceing with new briks.Cement Sand Mortar 1:6. with new brick.
287	Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead : With cement mortar 1 :4 ( 1 cement : 4 Fine sand)
288	Repair to stone masonary in cement sand mortar 1:6 with old and new stone.
289	Cutting jhiri above 75mmx75mm and below 150x150 mm etc. and making good.
290	Scraping old surface and redoing lime loi or sandla.
291	Renewing glass panes, with puty and nails wherever necessary:
292	5.5 mm thick plain glass panes.
293	Renewing glass panes with wooden fillets wherever necessary:
294	5.5 mm thick plain glass panes.
295	Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in R.C.C. slab / stone slab roofing including cutting chase and making good and painting exposed portion of the clamps complete:
296	In existing roof.
297	Guniting damaged R.C.C. slab, beams and columns for strengthening with cement sand mortar 1:2 (1-Cement:2-sand) including preparing the surface, making \"V\" shaped joints, cleaning the reinforcement bars with jet of potable water and drying with compressed air, including cost of centering and shuttering and finishing to match the existing surface etc. complete, including provided M.S. welded mesh to gauge 25 mm x 25 mm framing with average thickness of 25 mm.
298	Chopping loose and cracked concrete to required depth, cleaning the exposed surface of steel and concrete with wire brush and sand blasting, clening with a jet of water / air as necessary and getting it dried with compressed air including all scaffolding:
299	Depth 50 mm to 75 mm.
300	Depth 75 mm to 100 mm.
301	Repairofdoor,windowshuttersincludingcostofmaterialandlabourforchangeofdamaged :
302	Style / rail of teak wood 30mm thick/ Aluminium Section
303	4\"wide
304	6\" wide
305	Panel by
306	Shuttering Ply - 9mm thick (Commercial)
307	Wire Gauge 14 mesh x 24 gauge
308	Plain Glass Panes 4mm thick
309	Aldrop of mild Steel
310	12\" long x12mm dia
311	8\" long x 10mm dia
312	Stopper of Aluminium with
313	Single Rubber Gutka
314	Double Rubber Gutka
315	Door Springs of mild Steel
316	Steel Hinges
317	For Wooden Chowkhat 3\" size.
318	For Wooden Chowkhat 4\" size
319	For Stone Chowkhat ,4\"size
320	Mild Steel Tower Bolt 6\" long
321	Steel Locking Bolt
322	Steel Handle 6\" size
323	Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level
324	M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size).
325	M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).
326	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggre -gate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
327	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
328	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 :
329	Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc.
330	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.
331	Hot rolled deformed bars (IS : 1139).
332	Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished:
333	20 mm thick.
334	Providing and fixing expanded metal mesh of size 20x60 mm and strands 3.5 mm vide 1.6 mm thick weighing 3.64 Kg. Per Sqm. for encasing ofrolledsteel sections in beams, columns and grillages excluding cost of hangers.
335	Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :
336	Cement Mortar 1:6 (1-Cement:6-coarse sand).
337	Half brick masonry in Superstructure , above plinth level upto floor Fivelevelusing F.P.S. bricks of designation 75
338	Cement mortar 1:4 (1-Cement:4-coarse sand).
339	Brick work in partition in super structure upto five storey 7cm. thick (brick on edges) using F.P.S. bricksof class designation 75 in :
340	Cement mortar 1:4 (1-Cement:4-coarse sand).
341	Supplying and fixing machine cut and polished stone shelves, tands and sills in CM 1:3 with machine cut edges:
342	Sand or other approved stone 25 mm thick.
343	Sand or other approved stone 35 mm thick.
344	Sand or other approved stone 50 mm thick.
345	Kota stone 25 to 30 mm thick.
346	Providing and fixing Granite stone slab mirror polished and machine edge cut in Walls, Pillars, Steps, Shelves, Sills, Counters. Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 jointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with pigment to match the shade of the marble slab complete including grinding, rubbing and polishing of:
347	Jhunjhunu / Jalore (Red / Choclate Colour)
348	Above 3601 Cm2 Slabs
349	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption’s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar 1:4(1 cement: 4 coarse sand) including grouting the joints with white cement and matching pigments etc., complete.
350	Size of Tile 60x60 cm
351	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer in charge in skiriting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white mixed with pigment of matching shade complete.
352	Category - I : Kajariya, Jhonson, Orient, Somani make etc.
353	Providing & fixing in cement sand mortar 1:4 single paitam (rebated) stone doors windows and ventilator frames of approved quarry :
354	Size 100x75mm.
355	Size 125x100mm.
356	Providing and fixing in CM 1:4 double paitam (rebated) stone door window and ventilator frames of approved quarry :
357	Size 125 x 100mm.
358	Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal, dehydreresin in glue both sides with approved steel fittings complete.
359	30 mm thick shutter
360	Commercial Veneer both side
361	Decorative teakveneer One side
362	Providing and fixing fully paneled double leaf shutter for doors as per approved design and drawing with approved ordinary C.P./oxidized steel fittings as per Annexure – A’ and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mmx12mm on both faces complete :
363	30 mm thick Ghana teak wood grade - I
364	Wire gauge 24 gauge 14 mesh of IS designation 85 gauge wires of dia 0.56 mm panels
365	Demolishing cement concrete including disposal of material within 50 meter lead :
366	1:3:6 or richer mix.
367	Demolishing of R.C.C. work including stacking of steel bars and disposal of unserviceab le material within 50 meters lead.
368	Demolishingbrickwork including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.
369	In Cement mortar.
370	Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete.
371	Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
372	Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.
373	Providing & fixing ms sheet single leaf door shutters in angle iron frame 35x35x5 mm suitablly diagonally braced with 25x3mm flat ironabove and below lock rail of size 50x5 mm beading extra includingall fittings, as per direction of engg. incharge but excluding coes of chokhats including two coats of anti corrastie red oxide primer panit.
374	MS sheet 18 SWG
375	Providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steel handles and peg stay etc. as required.
376	Patially fixed and partially openable fixed area not exceed 33%
377	Supplying and fixing fixed wire gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance.
378	14 mesh x 24 gauge
379	Providing and fixing 20 mm thick precast terrazo tiles of approved make, with marble chips of size upto 6mm laid over roof with neat cement slurry mixed with pigment to match the shade of the tiles, including cutting ,grinding rubbing with machinecomplete on 20 mm thick bed of cement sand mortar 1 : 4.
380	Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches by sandal/loi. (only for colour changing only).
381	Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding.
382	Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:
383	New work (Two or more coats applied @ 3.84 kg/10 sqm).
384	Old work (One or more coats).
385	Painting with synthetic enamel paint of approved brand and manufacture togive an even shade :
386	Two or more coats on new work.
387	One or more coats on old work.
388	Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand)
389	For area of each slab up to 900 Sq. Cm
390	For area of each slab up to 901 to 2000Sq. Cm 25 mm thick slab.
391	Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level
392	M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size).
393	Add 10 % for water supply and Sainatry works
394	Add 10 % for Electric works
395	Horticulture
396	Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit to required compaction as per MoRT&H specification clause 201. (Measurment of girth to be done at height of 1 m above ground level)
397	Girth from 300 mm to 600 mm
398	Clearing Grass and Removal of Rubbish (Maximum 150mm) by manual means and disposal at a lead of 50 metres as per MoRT&H specification clause 201.
399	Supply of dry manure including loading unloading, transportation & stacking at site.
400	From yard manure (organic)
401	Compost
402	Goat dungmanure
403	Supply & Stacking good earth at site complete including loading unloading & transporation etc.
404	Supply of insecticides & pesticides at store in dust/liquid form complete
405	Methly Prathion 2%
406	Supply of different varities of tree/ shrubs/climbers according to height and age of the plant at site including loading/unloading & transportation etc. complete:
407	Different flowing plants 900 mm to 1500 mm
408	Different varrities of shrubs 600 mm to 900 mm
409	Different varrities of climbers 900 mm to 1500 mm
410	Laying of lawns including ploughing levelling breaking of clods manuring & removal of stones etc. (Cost of manure of extra good earth to be paid seperatley) Maintenance of lawns for 30 days of more till the grass forms a thick lawns free from weeds & fit for mowing in the duration of planting if lawn die some where the contractor will replant it at his own cost.
411	In rows 7.5 Cms. apart in either direction
412	Renovating lawns including weeding cheeling the grass forking the ground top dressing with manure. Mixing the same with forked soil watering maintaing the lawns for 30 days or more till grass forms a thick lawns free from weeds & fit for mowing & disposal of rubbish as directed.
413	Road And Drainage Work
414	Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.
415	Grading - II Material
416	Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up the interstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete
417	Crusher broken -Grade-II (63-45mm)
418	Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
419	Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including cost of anti-stripping compound wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat.
420	With Bitumen VG-grade 30
421	Providing and applying premixed seal coat Type \"B\" comprising of thin application of fine aggregate 0.06 cum/ 10 sqm premix with bitumen binder @ 6.8 Kg/ 10 Sqm (including cost of anti-stripping compound wherever required) laying with paver finisher with electronic sensor control and rolling with power roller 8-10 tonne complete as per clause 513 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
422	With Bitumen VG-grade 30
423	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils
424	Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in :
425	Cement Mortar 1:6 (1-Cement:6-Sand).
426	Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in:
427	Cement Mortar 1:6 (1-Cement:6-coarse sand).
428	Providing and Laying Reinforced cement concrete pipe NP4/ prestrssed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of MoRT&H specification including all material, labour form work, machinery.
429	200 mm internal diameter
430	Providing and fixing of reinforced Ferro-Cement drain covers designed for \"A\" class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc
431	Standard Size 600x800mm (75mm thick) for span 300 to 450mm
432	Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion
433	Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion.
434	PCC M-30
435	Campus lighting
436	Supply and erection of Octagonal pole of following length and dimension as per table-3 with base plate on the cement concrete foundation of M-15 /M-20 grade (1:1.5:3) with the help of anchor bolts of grade 6.8 (IS 1367 P III ). The pole shall be made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. The pole shall have a weatherproof flush door and locking arrangements. The complete work shall be supervised and certified by the manufacturers for satisfactory supply, erection, testing and commissioning.
437	7 Mtr
438	Supply, Erection and Fixing of hot dipped galvanised Overhang (60 X 3.25 mm) with cap (250 x 137.9 x 4.05 mm) over the existing poles
439	Single arm overhang
440	P & F of IP 65/ 67 protected LED flood light system with aluminium housing, 3 X 1W, 220V, 50Hz LED lamps with dynamic color changing capability available in quick connecting cable coupled with various mounting accessories. Ability to create 16.7 million uniform, smooth and brilliant colors without revealing any lamp image. Available in 5 colors – amber, green, blue, red and white.
441	Providing & Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size
442	10.0 Sq.mm2 cor
443	Add 5% over head
444	PS BuildingRepairing
445	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils
446	Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in :
447	Cement Mortar 1:6 (1-Cement:6-Sand).
448	Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in:
449	Cement Mortar 1:6 (1-Cement:6-coarse sand).
450	Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :
451	Cement Mortar 1:6 (1-Cement:6-coarse sand).
452	Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead : With cement mortar 1 :4 ( 1 cement : 4 Fine sand)
453	Repair to stone masonary in cement sand mortar 1:6 with old and new stone.
454	Cutting jhiri above 75mmx75mm and below 150x150 mm etc. and making good.
455	Scraping old surface and redoing lime loi or sandla.
456	Patch repair to cement concrete floor including digging out old floor in regular shape and removal of rubbish curing etc. complete in all respects.
457	Removal and refixing stone chhajja 50 to 75 mm thick including finishing, complete in all respects.
458	Renewing glass panes, with puty and nails wherever necessary:
459	5.5 mm thick plain glass panes.
460	Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in R.C.C. slab / stone slab roofing including cutting chase and making good and painting exposed portion of the clamps complete:
461	In existing roof.
462	Chopping loose and cracked concrete to required depth, cleaning the exposed surface of steel and concrete with wire brush and sand blasting, clening with a jet of water / air as necessary and getting it dried with compressed air including all scaffolding:
463	Depth 50 mm to 75 mm.
464	Depth 75 mm to 100 mm.
465	Repairofdoor,windowshuttersincludingcostofmaterialandlabourforchangeofdamaged :
466	Style / rail of teak wood 30mm thick/ Aluminium Section
467	4\"wide
468	6\" wide
469	Panel by
470	Shuttering Ply - 9mm thick (Commercial)
471	Wire Gauge 14 mesh x 24 gauge
472	Plain Glass Panes 4mm thick
473	Aldrop of mild Steel
474	12\" long x12mm dia
475	8\" long x 10mm dia
476	Stopper of Aluminium with
477	Single Rubber Gutka
478	Double Rubber Gutka
479	Door Springs of mild Steel
480	Steel Hinges
481	For Wooden Chowkhat 3\" size.
482	For Wooden Chowkhat 4\" size
483	For Stone Chowkhat ,4\"size
484	Mild Steel Tower Bolt 6\" long
485	Steel Locking Bolt
486	Steel Handle 6\" size
487	Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level
488	M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size).
489	M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size).
490	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggre -gate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth.
491	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
492	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 :
493	Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc.
494	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.
495	Hot rolled deformed bars (IS : 1139).
496	Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished:
497	20 mm thick.
498	Providing and fixing expanded metal mesh of size 20x60 mm and strands 3.5 mm vide 1.6 mm thick weighing 3.64 Kg. Per Sqm. for encasing ofrolledsteel sections in beams, columns and grillages excluding cost of hangers.
499	Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :
500	Cement Mortar 1:6 (1-Cement:6-coarse sand).
501	Half brick masonry in Superstructure , above plinth level upto floor Fivelevelusing F.P.S. bricks of designation 75
502	Cement mortar 1:4 (1-Cement:4-coarse sand).
503	Brick work in partition in super structure upto five storey 7cm. thick (brick on edges) using F.P.S. bricksof class designation 75 in :
504	Cement mortar 1:4 (1-Cement:4-coarse sand).
505	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer in charge in skiriting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white mixed with pigment of matching shade complete.
506	Category - I : Kajariya, Jhonson, Orient, Somani make etc.
507	Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal, dehydreresin in glue both sides with approved steel fittings complete.
508	30 mm thick shutter
509	Commercial Veneer both side
510	Providing and fixing fully paneled double leaf shutter for doors as per approved design and drawing with approved ordinary C.P./oxidized steel fittings as per Annexure – A’ and width of styles & top rails of 100mm and lock rails width of 150mm and bottom rails of 200mm width including teak wood beading of size 19mmx12mm on both faces complete :
511	30 mm thick Ghana teak wood grade - I
512	Wire gauge 24 gauge 14 mesh of IS designation 85 gauge wires of dia 0.56 mm panels
513	Demolishing cement concrete including disposal of material within 50 meter lead :
514	1:3:6 or richer mix.
515	Demolishing of R.C.C. work including stacking of steel bars and disposal of unserviceab le material within 50 meters lead.
516	Demolishingbrickwork including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.
517	In Cement mortar.
518	Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete.
519	Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with priming coat of red oxide (as per design).
520	Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.
521	Providing & fixing ms sheet single leaf door shutters in angle iron frame 35x35x5 mm suitablly diagonally braced with 25x3mm flat ironabove and below lock rail of size 50x5 mm beading extra includingall fittings, as per direction of engg. incharge but excluding coes of chokhats including two coats of anti corrastie red oxide primer panit.
522	MS sheet 18 SWG
523	Providing & fixing steel glazed doors, windows and ventilators with shutters of standred rolled steel section joint mitred and welded with steel 13x3mm lugs 10 Cm. long embedded in cement concrete blocks 15x10x10 Cm. of 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as required, including providing and fixing of plain glass panes 4mm thick with copper glazing clips and special metal-sash putty of approved make, or metal beading with screws complete including priming coat of approved steel primer, excluding the cost of metal beading and other fittings except necessary hinges of pivots steel handles and peg stay etc. as required.
524	Patially fixed and partially openable fixed area not exceed 33%
525	Supplying and fixing fixed wire gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance.
526	14 mesh x 24 gauge
527	Providing and fixing 20 mm thick precast terrazo tiles of approved make, with marble chips of size upto 6mm laid over roof with neat cement slurry mixed with pigment to match the shade of the tiles, including cutting ,grinding rubbing with machinecomplete on 20 mm thick bed of cement sand mortar 1 : 4.
528	Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches by sandal/loi. (only for colour changing only).
529	Distempering with dry distemper of approved brand and shade (two or more coats) and of required shade on new work, over and including, priming coat of whiting to give an even shade including all scaffolding.
530	Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:
531	New work (Two or more coats applied @ 3.84 kg/10 sqm).
532	Old work (One or more coats).
533	Painting with synthetic enamel paint of approved brand and manufacture togive an even shade :
534	Two or more coats on new work.
535	One or more coats on old work.
536	Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.
537	40 mm thick with 20 mm thick nominal size aggregate.
538	75 mm thick with 20 mm thick nominal size aggregate.
539	Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand)
540	For area of each slab up to 900 Sq. Cm
541	For area of each slab up to 901 to 2000Sq. Cm 25 mm thick slab.
542	Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level
543	M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size).
544	Add 5 % for water supply and Sainatry works
545	Add 10 % for Electric works
546	Horticulture
547	Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit to required compaction as per MoRT&H specification clause 201. (Measurment of girth to be done at height of 1 m above ground level)
548	Girth from 300 mm to 600 mm
549	Clearing Grass and Removal of Rubbish (Maximum 150mm) by manual means and disposal at a lead of 50 metres as per MoRT&H specification clause 201.
550	Supply of dry manure including loading unloading, transportation & stacking at site.
551	From yard manure (organic)
552	Compost
553	Goat dungmanure
554	Supply & Stacking good earth at site complete including loading unloading & transporation etc.
555	Supply of insecticides & pesticides at store in dust/liquid form complete
556	Methly Prathion 2%
557	Supply of different varities of tree/ shrubs/climbers according to height and age of the plant at site including loading/unloading & transportation etc. complete:
558	Different flowing plants 900 mm to 1500 mm
559	Different varrities of shrubs 600 mm to 900 mm
560	Different varrities of climbers 900 mm to 1500 mm
561	Laying of lawns including ploughing levelling breaking of clods manuring & removal of stones etc. (Cost of manure of extra good earth to be paid seperatley) Maintenance of lawns for 30 days of more till the grass forms a thick lawns free from weeds & fit for mowing in the duration of planting if lawn die some where the contractor will replant it at his own cost.
562	In rows 7.5 Cms. apart in either direction
563	Renovating lawns including weeding cheeling the grass forking the ground top dressing with manure. Mixing the same with forked soil watering maintaing the lawns for 30 days or more till grass forms a thick lawns free from weeds & fit for mowing & disposal of rubbish as directed.
564	Road And Drainage Work
565	Providing, laying, spreading and compacting of granular sub-base by providing close graded material (Table 400-1), spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MoRT&H specification clause - 401 including all material, labour, machinery, lighting, guarding and maintenance of diversion.
566	Grading - II Material
567	Providing laying, spreading and compacting stone aggregates of specific sizes as per Table 400-7 to Water Bound Macadam specification including spreading in uniform thickness; hand packing, rolling with power roller 8-10 tonnes, in stages to proper grade and camber, applying and brooming requisite type of screening (Table 400-8) binding materials to fill up the interstices of coarse aggregates, watering (with water browser) and compacting to required density, making necessary earthen bund to protect edges as per clause 404 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion complete
568	Crusher broken -Grade-II (63-45mm)
569	Providing and applying primer coat over prepared surface of granular base with bitumen emulsion as per IS : 8887 and approved quality @ 0.6 kg/sqm with the help of spray set fitted on bitumen Container (boiler) after cleaning the surface including removing of binding material and other foreign matter with wire brushes and small picks, sweeping with brooms or soft brushes and finally dusting with old gunny bags and compressed air to receive bituminous treatment complete as per clause 502 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
570	Providing and laying open graded premix carpet 20mm thick (compacted), on prepared surface in a single course as wearing course, composed of specified graded crushed stone aggregate as per Table 500-23, premixed with bituminous binder @ 14.60 kg/ 10sqm (including cost of anti-stripping compound wherever required), including loading of material with F.E. loader, hot mixing of stone aggregate and bitumen in computerised hot mix plant, transporting the mixed material by tippers to paver and laying with paver finisher fitted with electronic sensor control to the required level and grade, compacting smooth wheeled roller 8-10 tonne capacity and finishing to required level to achieve the desired density as per clause 511 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion but excluding cost of tack coat/ seal coat.
571	With Bitumen VG-grade 30
572	Providing and applying premixed seal coat Type \"B\" comprising of thin application of fine aggregate 0.06 cum/ 10 sqm premix with bitumen binder @ 6.8 Kg/ 10 Sqm (including cost of anti-stripping compound wherever required) laying with paver finisher with electronic sensor control and rolling with power roller 8-10 tonne complete as per clause 513 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion.
573	With Bitumen VG-grade 30
574	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils
575	Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in :
576	Cement Mortar 1:6 (1-Cement:6-Sand).
577	Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in:
578	Cement Mortar 1:6 (1-Cement:6-coarse sand).
579	Providing and Laying Reinforced cement concrete pipe NP4/ prestrssed concrete pipe for culverts including jointing ends and fixing collar with cement mortar 1:2 complete as per clause 1000 & 2900 of MoRT&H specification including all material, labour form work, machinery.
580	200 mm internal diameter
581	Providing and fixing of reinforced Ferro-Cement drain covers designed for \"A\" class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc
582	Standard Size 600x800mm (75mm thick) for span 300 to 450mm
583	Campus lighting
584	Supply and erection of Octagonal pole of following length and dimension as per table-3 with base plate on the cement concrete foundation of M-15 /M-20 grade (1:1.5:3) with the help of anchor bolts of grade 6.8 (IS 1367 P III ). The pole shall be made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. The pole shall have a weatherproof flush door and locking arrangements. The complete work shall be supervised and certified by the manufacturers for satisfactory supply, erection, testing and commissioning.
585	7 Mtr
586	Supply, Erection and Fixing of hot dipped galvanised Overhang (60 X 3.25 mm) with cap (250 x 137.9 x 4.05 mm) over the existing poles
587	Single arm overhang
588	P & F of IP 65/ 67 protected LED flood light system with aluminium housing, 3 X 1W, 220V, 50Hz LED lamps with dynamic color changing capability available in quick connecting cable coupled with various mounting accessories. Ability to create 16.7 million uniform, smooth and brilliant colors without revealing any lamp image. Available in 5 colors – amber, green, blue, red and white.
589	Providing & Laying XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size
590	10.0 Sq.mm2 cor
591	Add 5% over head
592	Repairing of Boundry Wall
593	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils
594	Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in :
595	Cement Mortar 1:6 (1-Cement:6-Sand).
596	Brick work with F.P.S. bricks of class designation 75 infoundation and plinth in:
597	Cement Mortar 1:6 (1-Cement:6-coarse sand).
598	Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :
599	Cement Mortar 1:6 (1-Cement:6-coarse sand).
600	Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead : With cement mortar 1 :4 ( 1 cement : 4 Fine sand)
601	Repair to stone masonary in cement sand mortar 1:6 with old and new stone.
602	Cutting jhiri above 75mmx75mm and below 150x150 mm etc. and making good.
603	Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering =All up to plinth level
604	M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size).
605	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
606	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 :
607	Columns, pillars, posts and struts etc.
608	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.
609	Hot rolled deformed bars (IS : 1139).
610	Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished:
611	20 mm thick.
612	Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :
613	Cement Mortar 1:6 (1-Cement:6-coarse sand).
614	Half brick masonry in Superstructure , above plinth level upto floor Fivelevelusing F.P.S. bricks of designation 75
615	Cement mortar 1:4 (1-Cement:4-coarse sand).
616	Structural steel work in single section fixed with or without connecting plate including cutting, hoisting ( height upto 10 m), fixing in position and applying a priming coat of approved steel primer all complete.
617	Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.
618	Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches by sandal/loi. (only for colour changing only).
619	Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:
620	Old work (One or more coats).
621	Painting with synthetic enamel paint of approved brand and manufacture togive an even shade :
622	Two or more coats on new work.
623	One or more coats on old work.
624	Add 5% over head
625	Extension of existing pump houses as per below table
626	Washing cleaning and replacing of filtr media at Dhanasar WTP
627	Labour charges for removing existing filter media from filter bad at Dhanasar WTP
628	Washing and cleaning of existing media as per specifications
629	Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids.
630	Supply&lyingRiver- gravelsof following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids
631	Size 9 to 12 mm
632	Size 3 to 5 mm
633	Repair/ replacment of Sluice gate/ valve and othe micslanous works
634	Part D : Electrical Works
635	33 KVRing Main unit consisting of 2 LBS at Incoming & 2 VCB\"sOutgoing as per requirements and specifications.
636	Stranded Compact Circular Aluminium Conductor,Conductor Screened with Extruded Semi Conducting compound,XLPE insulated,Insulation Screened with copper tape,Cores laid up,inner sheath of PE type,galvanised steel flat strip armoured and overall PVC Sheathed cable confirming to IS 7098/II/85 with latest amendments of 33 KV(UE)
637	3CX300 mm2
638	Providing & making heat shrinkable type indoor/outdoor/straight through terminations/joint kit of approved make suitable for XLPE insulated 33 KV cable, with required components, prepration of cable ends,testing etc.
639	3 core 240/300 /400 Sq.mm
640	outdoor
641	SITC of floor mounted PMCC (Indoor, Dust proff IP-4x front operated with 2 mm thick sheet metal compartmentalised) with all accessible parts, head shrinkable sleeves, SMC/DMC bus bar supports, padlocking facility on outgoing feeders etc.
642	LV Capacitor with APFC Panel
643	SITC of microprocessor based intelligent power factor correction relay having sensitivity up to 50 milli Amp secondary current and following way, self analysing auto c/k setting according to targeted power factor setting, the relay shall have minimum three digit display unit for display of real power factor, targeted power factor, lag/lead capacitor switching status, alarm output for under current, over current, insufficient compensation, indication of switching on units, auto/manual status, and 6 to 14 stage - sensitivity upto 50 milli Amp.
644	SITC of self healing MPP/MP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz and total wattage loss less than 0.5 Watt per KVAR. including making connections with suitable capacity conductors/cables testing as required.Heavy duty Three phase 440 V , 50 Hz capacitor (Bank)
645	P/Laying 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,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size.
646	3/CX6 sq mm
647	3/CX10 sq mm
648	3/CX16 sq mm
649	3/CX25 sq mm
650	3/CX35 sq mm
651	3/CX50sq mm
652	3/CX95 sq mm
653	3/CX120 sq mm
654	3/CX240 sq mm
655	Supplying and making one end termination with heavy duty double compression brass gland SIBG type, aluminium lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size.
656	3/CX6 sq mm
657	3/CX10 sq mm
658	3/CX16 sq mm
659	3/CX25 sq mm
660	3/CX35 sq mm
661	3/CX50 sq mm
662	3/CX95 sq mm
663	3/CX120 sq mm
664	3/CX240 sq mm
665	Providing & Laying XLPE/PVC PVC insulated & PVC Sheathed armoured control Cable of 1.1 KV grade with copper conductor as per IS 1275 including escavation of 30cmX 75 cm size trench 25 cm thick under layer of sand and lind class of bricks covering
666	3C x 2.5 sq.mm
667	5CX1.5 sq mm
668	14CX1.5 sq mm
669	Supply & makingone end termination with heavy duty single compression brass gland SIBG type, copper lugs duly crimped with crimping tool, PVC tape etc for following size of arrmoud pvc insulated and pvc sheated/ XLPE almunium cunductor cable of 1100 volt grad as required size.
670	3C x 2.5 sq.mm
671	5C x 2.5 sq.mm
672	14 C x 2.5 sq.mm
673	Supply, Fabricating & installing following sizes of perforated cable trays including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with suspenders and including painting as required.
674	600mm x 50mm x 2.0mm
675	150mm x 50mm x 1.6mm
676	Supply, Installation, Testing and commissioning of copper wound Transformers 33/0.433 KV, Three Phase, 50 Hz, DYN 11, ONAN type , Standard accessories with off load tap changer (+5% to -10% in steps of 2.5%), winding / Top --- temperature rise of 45°C/40°Cfirst fill oil, having permissible total loss values not exceeding 7.5% of the maximum total loss values for 11 KV as per energy efficiency level - 2 at basic Insulation level conferming to ISS 2026 (Part- I to Part - II), latest ammended and IS 1180 Part-I : 2014. Transformers described as above and as per the following continuous rating
677	Supply Installation Testing & commissioning of Local Push button Stations
678	Maintenance free gel earthing with pipe in pipe /Strip in Pipe technology filled with anti corrosive conductive compound (CPRI tested) below the ground in 150 -200 mm dia earth pit and surrounding filled with required mineral filling compound (MFC should have hygroscopic proper ty to retain the moisture for long time to create low resistance Zone) and C.C. finished chamber covered with hinge type with locking arrangement C.I cover. C.I. frame of size 300mm x300mm complete testing of earth resistance as required of following sizes With pipe in pipe technology (inner pipe dia / outer pipe dia) 80 -100 micron G.I. coating of the size G.I. pipe 3000 mm long , 80/40 mm , terminal 14 mm G.I. strip
679	S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required.
680	50mm x 6mm G.I. Strip
681	25mm x 6mm G.I. Strip
682	25mm x 3mm G.I. Strip
683	10 SWG G.I. Wire
684	P & F lightning conductor final made out of 25 mm dia.,300 mm long copper tube having single prong at top with 85 mm dia., 3 mm thick copper base plate including holes etc. complete as required.
685	Part E : Instrumentation & Scada
686	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. Measuring range 0.0 to 6.0 mtr
687	Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum
688	Providing, Installation, Testing and Commissioning of PRESSURE TRANSMITTER for Water Application: Range: 0-10 Bar / Power Supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: 1/2 \"NPT (M) / Accuracy: 0.15% Protection: IP671/2\" M (NPT)
689	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 with existing pipeline 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.
690	TPS+CPS Dhannasar
691	150 mm dia.
692	200 mm dia.
693	250 mm dia.
694	600 mm dia.
695	1100 mm dia.
696	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.
697	80 mm dia.
698	100 mm dia.
699	150 mm dia.
700	250 mm dia.
701	SITC of RTU complete with DI, DO, AI and modbus communication ports and power supply (24 V, DC)
702	Providing and laying Stranded/ Flexible Annealed Bare copper conductor ,XLPE/PVC insulated 2 Pair 1.5 sqmm suitably laid up together overall polyester taped Al (Mylar tape wrapped) along with ATC Drain wire overall PVC sheathed (ST-1) overall screened Triad armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009
703	Providing & Laying XLPE/PVC PVC insulated & PVC Sheathed armoured control Cable of 1.1 KV grade with copper conductor as per IS 1275 including escavation of 30cmX 75 cm size trench 25 cm thick under layer of sand and lind class of bricks coveringSize 3C x 2.5 sq.mm
704	Supply, installation, testing and commissioning of MNRE approved off Grid Solar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation of PV module on MS frame as per approved design and drawings. Mounting structure shall be suitably design to withstand wind velocity up to 150km/hr. The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge. Note: There shallbe5 year service warranty for solar panel and mounting structure andsuitable provision shall be included in tender document(each of .5 kw)
705	P&F of GSM/GPRS based data transmitter device forwater meter compitable to SCADA System.
706	SCADA
707	Supply, Installation, Testing, Commissioning of PLC/SCADAsystem including all hardwares,softwares,all accessorings for thefollowingpump houses as per system configuration alongwith SCADA for Master Control Centre for monitering the water supply. as per scope and specificationscomplete in all respect. ans as per direction of EIC at the following locations.
708	CW Pump House(Dhannasar)
709	CWP at Pallu
710	CWP at Sadasar
711	CWP at Sardarshare
712	CWP at Mitasar
713	Part F : Cost Estimate for Operation & Maintainance
714	Cost of operation and maintenance of the system for 10 years after defect liability period of one year @ 6.0%on above items excluding villages inrta systemand as per scope of work & specification
715	Operation and Maintenance Charges 1st year
716	Operation and Maintenance Charges 2nd year
717	Operation and Maintenance Charges 3rd year
718	Operation and Maintenance Charges 4th year
719	Operation and Maintenance Charges 5th year
720	Operation and Maintenance Charges 6th year
721	Operation and Maintenance Charges 7th year
722	Operation and Maintenance Charges 8th year
723	Operation and Maintenance Charges 9th year
724	Operation and Maintenance Charges 10 th year
725	Part G: Dismantling of Old Pump sets
726	Cost for dismantling of old pump sets, electrical panels and intrumentation etc and depositing in depatmental stores as per direction of E.I.C.
727	For RWPS Dhannasar
728	For TPS/CPS Dhannasar
729	For TPS/CPS Pallu
730	For TPS/CPS Sadasar
731	For TPS/CPS Sardarshahar

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Tender For Augmentation Cum Reorganization Of Aapni Yojana Phase I Dhannasar Feeder Water Supply Project Including 10 Years O And M District Churu, Churu-Rajasthan

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