NMC Based BK-4 Ph 2A RWSS-DEVPURA-II -Dist.VAV THARAD

Providing and supplying in standard length ISI mark rigid unplasticised PVC pipes suitable for potable water with ring fit joint including cost of rings, as per IS specification no. 4985/1988 including all local and central taxes,transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to the departmental stores and including cost of jointing meterial etc. complete. Grade - 6 kg/cm2 PVC (1) 90mm dia,

110mm dia

140mm dia

160mm dia

200mm dia

250mm dia

315mm dia

Providing and supplying D. I. K-7 grade pipes for following nominal bore diameter with internal cement mortar lining including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. (IS 8329-2000). (1) 200mm dia

250mm dia

300mm dia

350mm dia

400mm dia

Manufacture, Supply and Delivery of Ductile Iron Flange socket spigot bends, tees, reducers or any other specials as per BS-EN-545/1995 Class-A series K12 suitable for use with D.I.Pipes manufactured as per IS:8329/1994delivery of specials is to be made to GWSSB store or site of works any where in Gujarat including all taxes, liading, unloading, carting, stacking, insurance, inspection charges, octroi etc. complete. with external bitumen and zinc coating and internal cement mortar lining. (1) 80 to 300 mm Dia

350 and Above

Providing and supplying ISI mark CI D/F Sluice Valves as per IS:14846 (Or Latest Edition) of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. (A) Sluice/Scavar valves with ISI mark only. PN 1 with hand wheel/cap operated (PD tpye short body) (1) 80 mm dia

100 mm dia

125 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

350 mm dia

Providing and supplying C. I. Temper proof Air valves with SS 304 Float gun metal- nozzle of approved make and quality of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. With Isolating Sluice valve PN 1.0 (1) 50 mm dia

80 mm dia

Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. Upto 1.50 mt depth (1) In all sorts of soil and soft murrum

In hard murrum, boulders incl. macadam road.

In soft rock

In hard rock and / or in C. C. 1:2:4 or RCC with blasting and chiseling or by chiseling only.

Lowering, laying, fixing and jointing PVC/uPVC/cPVC pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of labour, material, cement solvent, giving satisfactory hydraulic testing as per ISI code. (1) 90 mm dia

110 mm dia

140mm dia

160mm dia

200mm dia

250mm dia

315mm dia

Lowering, laying and jointing C. I. S and S Spun pipes suitable for Tyton joints / Mortarlined D. I. K-7 and K-9 Pipes of various classes with CI / MS specials of following diameters in proper position, grade and alignment as directed by Engineer-incharge includi including nut bolts and giving satisfactory hydraulic testing, etc complete. (1) 200mm dia

250mm dia

300mm dia

350mm dia

400mm dia

Lowering, laying and jointing in position following C. I. / D/F Reflux valves, Butterfly valves, Sluice valves and Air valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. S.C Valve PN 1.0 with hand wheel/cap operated (PD tpye short body) (1) 80 mm dia

100 mm dia

125 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

350 mm dia

Item Description

Temper Proof Air valve 50mm dia

Erection of airvalve riser by installing new MS pipe of 6mm thick and 3.2mt. Length with necessary fittings such as flange of appropriate size, nut, bolts and embedded the pipe in RCC M15 with offset of 10cm around pipe with necessary steel etc. complete (1) 50 mm dia

80mm dia

Refilling the pipeline trenches incl. ramming, watering, consolidating desposal of surplus stuff as directed within a radius of 3 km. Refilling as directed

Construction of valves chambers in brick or bela stone masonry, locally available in C. M. 1:6. Foundation concrete 150 mm thick in C. C.1:4:8 of trap metal size 25 mm to 40 mm thick, inside cement plaster in C. M. 1:3 and cement pointing outside in C. M. 1:3 and top cover of precast RCC slab 100 mm thick (with key hole in two parts, each with handles or MS Gar etc. complete as given size) Upto 1 Mt. depth from G. L. to pipe invert level incl. complete civil works but exel. cost of excavation and refilling, with cast in situ RCC slab in one single piece with fixing of Cl-MH Frame and cover (excl. cost of CIIVIH Frame and cover) with 23 mm thick brick masonry wall in C.M.1:6 a) Size of 1.30 x 1.30 m and 1.0 m deep-with precast slab in two parts 15 mm

b)Size of Chamber 1.30 m x 0.90 m and 1 mtr deep-with precast slab in two parts 15 mm

c)Size of Chamber 0.90 m x 0.90 m and 1 mtr deep-with precast slab in two parts 15 mm

d)Size of Chamber 0.60 m x 0.60 m and 1 mtr deep-with precast slab in two parts 15 mm

Extra depth of V.C beyond 1.00 mt depth a) Size of Chamber 1.30 x 1.30 m and 1.0 m deep for (valve greater than 250mm dia)

b)Size of Chamber 1.30 m x 0.90 m and 1 mtr deep 250mm dia

c)Size of Chamber 0.90 m x 0.90 m and 1 mtr deep for (valve equal to 200-250mm dia)

d)Size of Chamber 0.60 m x 0.60 m and 1 mtr deep for (valve less than 200mm dia)

Providing C.C.M.:100 for encasing pipes using trap metal size 12 mm to 50 mm incl. form work curing consolidation etc. complete for various location on pipe line

Reinstatement of roads with RCC where pipe crossing the asphalt road / rcc road / industrial area / residental area. the Work including excavation, dressing and making a base for road, 150 mm thick PCC in M10 grade of concrete,and Providing and laying 150 mm thick RCC M20 grade concrete, Providing TMT bars FE-415 reinforcement for RCC work including bending, binding and placing in position complete work including form work, curing etc. completed

Drilling of horizontal borehole for water main pipeline crossing under the road incl. in all starta with required length incl. fixing of MS casing pipe with pushing etc complete various size of pipe for water main. (For 45mtr. Length) (without water main only casing pipe) 200mm dia bore hole with 150mm dia MS casting pipe of 5 mm thick

250mm dia bore hole with 200mm dia MS casting pipe of 5 mm thick

300mm dia bore hole with 250mm dia MS casting pipe of 5 mm thick

500mm dia bore hole with 400mm dia MS casting pipe of 6 mm thick

SITC of Full Bore Electromagnetic flow meter with 0.5Percent calibrated, IP-68, Battery back up, flanged connection, Flow sensor, indicator, transmitter and totaliser with all accessories viz. power and control cables upto starter pannel, cabinets, hardwares 1. Flow sensor:Neoprene / Polyurethene lining, DC pulsed, SS 316 electrodes, CS / SS 316 flanges, Fully welded / SS 304 sensor construction and housing II. Flow Transmitter / converter:Microprocessor based / Modular design / HART type, 2 line back lit LCD for indication of actual flow rate, forward, reverse, sum totaliser display. One current (4 20mA) / one scable pulse / one status output, IP 67, die cast allumunium with PU finish with glass window enclosure, 10 meters length sensor cable (1) 100mm dia

150mm dia

200mm dia

250mm dia

300mm dia

350mm dia

400mm dia

Work for Making of Water Distrubution Plateform at MHW and SHW ESR Site by Providing,Supplying,Lowering,Laying and Jointing MS Pipe, Sluice valve of various dia, MS Specials, RCC M-15 Concrete grade Plateform, 20mm sand faced Plaster and Colour work etc. complete as per design and drawing. (1) At Devpura MHW

At Bhatasana SHW

At Bhatasana SHW

At Dhoriya (Benap) SHW

At Katav SHW

At Morvada SHW

At Benap SHW

At Kanothi MHW

Making job connection for old pipes in connecting the pipeline with existing main and inserted of specials incl. cost of excavation, cutting of pipes, dewatering, testing etc. complete incl. all jointing materials etc. complete. (excluding cost of specials pipe and fitting) Job work.

Design asthetically canal bridge with necesaary steel of beam,channel,angles,Chequered plate supported on both side of canal on RCC Block incl. lead paint and priming coat of approved colour. Etc Comp.

Item Description

Manufacture, Supply & Delivery of Electric Resistance Welded (Up to 400mm)/Submerged Arc Welded(Above 400mm) M.S.Pipe having beveled ends plate or coil conforming to IS-3589-2001 or its latest revision/ammendment for following thickness outside diameter at GWSSB store or site anywhere in Gujarat State including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading conveyance to Departmental stores, stacking etc. all complete. I/S Solvent free Liquid Epoxy Lining (406 micron) + O/s LPE Coated M.S. Pipe (1) 1219 mm (OD, Dia 10 mm thick - 200 MTR

711 mm (OD, Dia 7.1 mm thick - 100 MTR

508 mm dia (OD), 6.3 mm thick - 2000 MTR.

Providing & supplying D.I D/F sluice valves with ISI mark as per IS:14846 (Latest Edition) or equivalent international standards including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores/Contractor's own stack yard, stacking, stack yard to site transportation charges, etc. complete, including supply, installation complete. PN 1.0 with hand wheel cap operated (PD type Short body) (1) 800 mm dia.

350 mm dia

Providing and supplying Cast Steel D/F Butterfly Valves confirming to IS 13095 or equivalent international standards with bypass arrangement of 250mm sluice valve & MS Pipe of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, lowering, laying, Installation charges, loading, unloading, conveyance to departmental stores/Contractor's own stack yard, stacking, stack yard to site transfer etc. complete, including nut bolts and giving satisfactory hydraulic testing, etc. complete. (1) 800 mm dia.

350 mm dia

Providing and supplying C. I. Temper proof Air valves with SS 304 Float gun metal- nozzle of approved make & quality of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. (1) 200 mm dia with isolating sluice valve PN-1.0

100 mm dia with isolating sluice valve PN-1.0

Excavation for pipe line trenches for water supply, sewerage line, manhole etc. all with shoring and struting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for all lifts and strata as specified. (A)Upto 1.50 m Depth i.) In all sorts of soil and soft murrum

(B)1.50 to 3.00 m Depth i.) In all sorts of soil and soft murrum

Lowering, laying, jointing & welding in position to correct line & level M.S. Pipe with outer side 3 LPE coating & inside solvent free liquid epoxy lining on pedestal or chairs upon prepared formation or prepared bedding in trenches the rates include conveyance from store to site of work loading, unloading, field joint coating, 3mm thick heat shrink sleeve confirming to EN 12068 incl. hydro testing etc. complete. (1) 1219 mm (OD, Dia 10 mm thick - 200 MTR

711 mm (OD, Dia 7.1 mm thick - 100 MTR

508 mm dia (OD), 6.3 mm thick - 2000 MTR.

Lowering, laying and jointing in position following C. I. / D/F Reflux valves, Butterfly valves, Sluice valves and Air valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete. C.I D/F Sluice Valve. (1) 800 mm dia.

350mm dia

C.I D/F Butterfly valves (1) 800 mm dia.

350mm dia

C.I Temper proof Airvalve (1) 200 mm dia Air valve

100 mm dia Air valve

Erection of airvalve riser by installing new MS pipe of 6mm thick and 3.2mt. Length with necessary fittings such as flange of appropriate size, nut, bolts and embedded the pipe in RCC M15 with offset of 10cm around pipe with necessary steel etc. complete (1) Diameter of Air valve 200mm

Diameter of Air valve 100mm

Construction of valves chambers in brick or bela stone masonary, locally available in C.M.1:6 Foundation concrete 150 mm thick in C. C. 1:4:8 of trap metal size 25 mm to 40 mm thick, inside cement plaster in C. M. 1:3 and cement pointing outside in C. M. 1:3 and top cover of precast RCC slab 100 mm thick (with key hole in two parts, each with handles or MS Bar etc. complete as give size) Upto 1 Mt. depth from G. L. to pipe invert level incl. complete civil works but excl. cost of excavation and refilling. With cast in situ RCC slab in one single piece with fixing of CI-MH Frame and cover (excl. cost of CI-MH Frame and cover) with 23 cm. thk. BM wall in C.M. 1:6. a) Size of Chamber 1.30 x 1.30 m and 1.0 m deep for (valve greater than 250mm dia)

For 1 Mtr. Extra Depth

Providing and casting in situ C.C. in grade M-20 (proportions as per mix design or as per table9 of IS456 2000 in masses by weigh batching ) using granite, quartzite trap metal of size 6 mm to 20 mm for RCC work, including scaffolding centering, formwork, needle vibrated consolidation, curing complete up to 6 meter depth or height excluding cost of reinforcement, with centering and shuttering/deshuttering etc. complete for structure other than water retaining (Below G.L) for Thrust block.

Providing and casting in situ C.C. in grade M-15 ( approx. corresp. to prop. 1:2:4 proportions as per mix design or as per table9 of IS456 2000 in masses by weigh batching ) using granite, quartzite trap metal of size 6 mm to 20 mm for RCC work, including scaffolding centering, formwork, needle vibrated consolidation, curing complete up to 6 meter depth or height excluding cost of reinforcement, with centering and shuttering/deshuttering etc. complete for structure other than water retaining for Encasing of Pipeline.

Supplying cutting, bending, binding and placing in position steel as per plan and design and as per ISS 2502 including cost of steel and binding wire for reservoirs/structures only including lift up to 6 meter height or depth below G.L. for all diameters. Do-CRS steel all diameter FE 500 grade confirirming to relevant IS (1) For Thrust block

For Encasing of pipe

Refilling of pipeline trenches incl. ramming, watering, consolidating disposal of surplus stuff as directed within a radius of 3 km.

Drilling of horizontal borehole for water main pipeline under the railway / Road tracks and Canal crossing in all starta with required length incl. fixing of MS casing pipe of suitable size and thickness. Rate includes the cost of drilling of bore hole. Casing pipe & welding pushing etc. complete but excluding the cost of water main, valves and other items. Entire work should be as per Approved Drawing and as per instruction of Railway/ road and Canal crossing Aut hority for Following Dia. of BoreholeFor MS Pipe. (1) 1300mm dia bore hole with 1200mm dia MS casing pipe of 16 mm thick

600mm dia bore hole with 508 mm dia MS casing pipe of 8 mm thick

Flow Transmitter/converter (Remote field Mounted) : Microprocessor based, Modular design, 2 line LCD for indication of actual flow rate, forward, reverse, sum totaliser display, ±0.5percent accuracy at 0.3 to 4 m/sec velocity, 4 to 20 mA with HART/Modbus output, one scalable pulse, one status output,IP 67 protection, Die cast aluminium/ polycarbonate/ SS316 with Anticorrosive Paint/ PU finish with glass window enclosure, Inbuilt EEPROM and Data Logger, 20 meters cable length for sensor to transmitter communication etc alongwith wall mounted/ stand mounted cabinet. (1) 1200 mm dia

500 mm dia

Item Description

Preparing structural design of RCC Under Ground / Partially under ground / above high ground level Reservoir of required capacity as per relevant I.S. standards and constructing the same, including excavation in all types of soil strata (including rock) including shoring strutting if required, for loose soil / to protect from collapse, casting 100 mm thick P.C.C. levelling course in M-15, Refilling the pit with proper soil and disposing of the surplus stuff at all lead. Including cement plaster in CM 1:2 with approved water proofing compound to all over inside container (i.e. walls, base, top slab/dome bottom etc. all). Including all types of labour and material charges of lowering, laying, erecting / hosting and jointing of pipe assembly to inlet, outlet overflow, washout and bye pass arrangement as per hydraulic design. Providing and fixing accessories, CI Manhole frame and cover, water level indicator, adequate cowl type ventilators or lantern type ventilator with stainless steel jail. RCC chambers for valves. Providing and applying three coats of cement paint / snowcem to the out side face of structure. It also includes satisfactory water tightness test as per relevant I.S. code and painting name of scheme and capacity on the tank as per direction of engineer incharge.List of Indian Standards for Design of GSR / SUMP:- The structural design of GSR shall be in accordance with provisions relevant I.S. (1) I.S. 3370, Part – 1 & 2, 2009 or latest revised. (1.1) I.S. 3370, Part – 3 & 4, 1965 or latest revised. (2) I.S. 456 – 2000 or latest revised. (3) I.S. 1893 – 2000 – 1984 or latest revised (4) I.S. 875, Part – 1 to 3, 1987 or latest revised. General Specifications:- (1) Water depth in container shall be adopted as per data of tender. If water depth is not specified the suitable water depth / acceptable to field engineer in accordance with hydraulic requirement shall be adopted for capacity. (2) Shape of container (in plan) specified by in data shall be adopted in absence circular shape shall be adopted. (3) Size shall be fixed as per availability of space (land area) at site / acceptable engineer in charge. (4) Effect of overlapping of pressure bulbs on soil due near by structure and proposed sump should be considered. (5) Care shall be taken that no damage should occur to nearby existing structure. Compensation shall be paid for the same by agency.(6) The minimum concrete grade for RCC shall be M-30 (7) HYSD Fe 415 / 500 grade reinforcing bars confirming to I.S. 1786 / 1139 shall be considered in design. CRS / TMT bars shall be provided. In saline atmosphere corrosion resistance stainless steel / HCR rebar shall be provided. Any other steel can be used with approval of C.E./ in situation of non availability in market without extra cost. (8) Minimum size (or thickness) of various components shall be provided as per tender criteria / specifications in absence as per I.S./ Std. practice of G.W.S.S.B. Minimum dimensions specified for various components in tender data / specifications shall be provided without fail. (9) The safe bearing capacity (SBC) shall be referred from SBC test report. In absence of report it shall be referred from data sheet. If poor soil is found / water table is met with during excavation SBC shall be scientifically ascertained and design shall be revise. No extra shall be paid for increase in quantity. (10) DI/CI pipes and special shall only be used if type is not specified in tender. (11) The rate shall include cost of dewatering during excavation making all arrangement when water table meets within depth. (12) The structure shall be designed properly to resist uplift due to ground water table specified in data or actual ground water table meets with during excavation. No extra shall be paid. If GWT / Uplift is mentioned in tender and during excavation it does not meet 7.5percent rate shall be reduced.(13) SS pipes railing shall be provided when sump is more than 2 meter above ground level. (14.a) RCC staircase /RCC steps should be provided from GL to sump top slab based on the height of the GSR above/Below the ground. (14.b) RCC Staircase with SS railing to be provided inside reservoir container. BB Masonry staircabin to be provided to cover the same with MS safety door having locking arrangement. (15) Appearance of structure should be aesthetically good looking acceptable to authority. (16) Any charge in size, shape, depth below GL, height above GL, water depth, F.B., size of member etc can be permitted in exceptional case due to site condition or hydraulic design requirement by C.E. No extra shall be paid for change. (17) Any charge in data, dimensions, shape, water depth, reduction in size if permitted by competent authority and if it reduces quantity then payment shall be reduced prorate. (18) When capacity of GSR / Sump is > 20 lakh liters two or suitable compartments acceptable to executive engineer shall be designed and provided. (19) Agency shall engage qualified (at least graduate) consulting engineer for designing the structure and he / she shall visit the site for guidance of work. (20) 75percent part rate shall be payable for concrete, reinforcement and plastering items of container until satisfactory hydraulic testing for water tightness is performed as per tender condition. Till the work shall be treated as incomplete. Above conditions / general specifications Sr. No. 1 to 20 are part and parcel of tender (contact) and prevail over other provisions in tender. As above without water table (Sub soil water level Below foundation) R.C.C.Partially Under Ground Rectangular Clear Water Sump as below Capacity as detail given in tender Without Water table. 107.00 Lakh Lit U/G Sump at Bhatasana SHW

62.00 Lakh Lit U/G Sump at Devpura MHW

20.50 Lakh Lit U/G Sump at Kanothi SHW

12.50 Lakh Lit U/G Sump at Morvada SHW

9.00 Lakh Lit U/G Sump at Benap (dhoriyo) SHW

7.00 Lakh Lit U/G Sump at Suigam SHW

As above without water table (Sub soil water level below . 660000 Lit U/G Sump foundation)

300000 Lit U/G Sump

240000 Lit U/G Sump

210000 Lit U/G Sump

180000 Lit U/G Sump

170000 Lit U/G Sump

160000 Lit U/G Sump

150000 Lit U/G Sump

140000 Lit U/G Sump

130000 Lit U/G Sump

110000 Lit U/G Sump

100000 Lit U/G Sump

90000 Lit U/G Sump

80000 Lit U/G Sump

70000 Lit U/G Sump

60000 Lit U/G Sump

40000 Lit U/G Sump

Providing,Supplying,Lowering, Laying & Jointing 150 mm dia G.I Pipeline, Sluice Valve & other Related Job Work For Connection With Ex. UG Storage to Prop. UG Storage etc. complete. At Various RWSS Villages

Designing structurally (and aesthetically) complying provisions of relevant Indian standards and constructing RCC Elevated service Reservoir of the following capacity and height , using latest Soil Investigation Report of proposed site , Seismic zone, Wind speed Zone. Including (1) Container shape any suitable type(or as specified), (2) Staging consisting of column brace trestle / shaft / combination column- brace trestle and shaft as appropriate(or as specified) and (3) Appropriate foundation system. This includes excavation in all types of soil strata(including hard rock ), casting100 mm thick P.C.C. levelling course in M-10 , Refilling the pit with proper soil and disposing of the surplus stuff at all required lead. (4) This will also include cement plaster in CM 1:2 with approved water proofing compound all over inside container (i.e. walls, base, top slab/dome bottom etc. all).. (5) All types of labour & material charges of lowering , laying, erecting / hoisting & joining of pipe assembly of Inlet, Outlet, overflow, washout and bye pass arrangement as per hydraulic design are including. (6) Providing and fixing of any accessories(specified), CI Manhole frame and covers, water level indicator , lightening conductor, GI Pipe railing around walk way, at roof level, at gallery and around landing of inside shaft, Adequate cowl type ventilators or lantern type ventilator with stainless steel jali. (7) Scope of work includes constructing RCC spiral staircase with adequate tie beams,staircase footing ,Rcc chambers for valves. ventilating shaft and ventilators as well as door in shaft, SS grating to be provided to outlet pipe (inside container) for safety.(8) including providing and applying three coats of cement paint/snowcem (as specified) to the whole structure. (9) It also includes satisfactory water tightness test as per relevant I.S. Code and painting name of scheme & capacity on the tank as per direction of engineer in charge. List of Indian Standards for design of ESR: List of Indian Standards for design of ESR:(1) I.S. 3370 part I & II 2009 or Its latest revision(1.1) I.S. 3370 part III & IV 1965 or Its latest revision(2) IS 456-2000 or Its latest revision(3) IS 11682- 1985 or Its latest revision(4) IS 1893-2002 part I to V or Its latest revision(5) IS 13920-1993, or Its latest revision(6) IS 875 part I to III,1987 or Its latest revision(7) IS 11089- 1987 or Its latest revision General specifications:(1) The Min. concrete grade for RCC shall be M:30. Proportion of concrete ingredients shall be as per Mix design using weigh batching. (2) HYSD( Fe 415)or higher grade reinforcing bars confirming to IS 1786/1139 or CRS /TMT bars shall be used as per detailed specification. (3) Incase of column –brace trestle type staging having more than 6 columns internal horizontal bracing is obligatory. One bracing shall be at foundation level incase of Individual footings . (4) Min. size/ thickness of various components shall be provided as per design criteria/specifications/IS Code ( or as per std. practice ) . Capacity of the ESR shall be considered excluding free board.(5) Minimum dimensions specified for various components in tender data /specifications shall be provided. (6) The Safe bearing capacity (SBC) /allowable pressure on soil shall be referred from SBC test report or tender datasheet. If poor soil strata is met with or ground water table is encountered, the SBC shall have to be re ascertained and the design shall be revised accordingly.(7) Maximum spacing between horizontal bracings shall be 5 m(storey height). (8) The BB Masonry cabin with MS door shall be constructed when spiral staircase is outside the staging.(9) RCC Staircase/M.S. Staircase shall be provided and fixed for access to roof when height of roof from G.L. is up to 10 m. For ESR having more than 10 m height proper RCC satircase or suitable RCC spiral staircase shall be constructed. Railing should be provided through out the staircase and around the top ring beam. (10) For ESR-having staging height more than 15 m the spiral staircase shall be provided inside the staging with effective tie beams in more than one direction.(11) Water level indictor shall be provided and fixed float type /electronic (as specified ).(12) The rate shall include providing and fixing pipes, specials, and valves required for inlet, outlet , wash out, over flow and bye pass arrangement. The scope of work includes constructing supporting RC pillars, erecting, laying ,fixing and joining pipes and specials etc up to 5m length from face of staging (outer most column). (13) DI/CI pipes & specials shall only be used .(14) The rate shall include cost of dewatering during execution making all arrangement and any dewatering technique.(15) The structure shall be designed properly for uplift due to Ground water table specified in data or GWT encountered during excavation.No extra payment shall be paid for the same.(16) Effective curing shall be carried out up to required period as per specifications.(17) Agency shall engage qualified (at least graduate)consulting engineer for designing the structure and he/she shall visit the site for guidance of work at all level (i.e. below foundation, up to GL for all lifts up to containers). (18) 75 percent part rate shall be payable for Concrete, Reinforcement and Plastering items of container until satisfactory hydraulic testing for water tightness is performed or as per tender condition .Till then the work shall be treated as incomplete. Above conditions / general specifications Sr. No. 1 to 18 are part and parcel of tender (contract) Capacity of ESRs ( Shell type containers like cylindrical, conical, intze, folded plates & its combination) For Seismic Zone-4. (1) 4.50 Lacs Lit and 12.0 Mtr HT. at Benap Dhoriyo SHW

3.50 Lacs Lit and 12.0 Mtr HT. at Katav SHW

6.50 Lacs Lit and 18.0 Mtr HT. at Pro. Morwada SHW

7.50 Lacs Lit and 18.0 Mtr HT. at Suigam SHW

8.00 Lacs Lit and 25.0 Mtr HT. at Bhatasana MHW

10.50 Lacs Lit and 18.0 Mtr HT. at Kanothi SHW

5.00 Lacs Lit and 18.0 Mtr HT. at Benap SHW

Designing (aestherically ) and constructing RCC framed structure earth quake proof pump House in M:300 mix. As per design with reinforcement / steel should be TMT steel Fe-500 as per relavent IS Only to be used. Requirement and specification at various site.incl. All associated civil works lke connection to sump through inlet pipe,pumping machinery foundation,thrust block in pump house suppoting work to headder main,jungle cutting,site clearnance and debris removal,required lighting work and wiring as per requrement,point Door window As per requirement Fan ponit chain pully arangement for Pumping Machinary etc. complete.Note:- 1. Minimum 15 percent opening for ventilation should be provided.2. Pump room rolling shutler, door and windows of aluminium section and window grill of iron should be provided (Included in Cost). 3. Plinth level of Pump house should be min.1 meter above GL 4.Cost does not include foundation for pumping machinery. Size 15.00 x 10.00 mtr. Total 150 Sq.mtr. Positive Suction Pump House at 1) Suigam SHW, 2) Benap SHW, 3) Kanothi SHW, 4) Benap Dhoriya SHW And 5) Morwada SHW. Size 30.00 x 15.00 mtr. Total 450 Sq.mtr. Positive Suction Pump HouseAt Katav Size 50.00 x 20.00 mtr. Total 1000 Sq.mtr. Positive Suction Pump HouseAt Bhatasana SHW

Add for Every 2.0 m above 6.0 m

Size 3.00 x 3.00 mtr. Without Gantry structure (Upto 3.60 M) Total 9 Sq.mtr.

Designing (aestherically), and Constructing Earthquake Proof R.C.C. Frame Structure Staff Quarters incl. using Iron Frame for Door & Shutter & Plywood sheet door/windows min. 35 mm thick, 15 mm thick Single Coat Cement Plaster in CM 1:3 Inside & 20 mm thick sand face Cement Plaster in CM 1:3 Outside, Filling Excavated Earth in Plinth, RCC Work in M:200, M.S. Stair Case Out Side the Quater, Using White Glazed Tiles in Bathroom, W.C. & Flooring, Vitrified tile Flooring of C.C 1:2:4 For All room , UPVC Pipe Connection for Water Supply In Bathroom, W.C. & Kitchen, 140 mm Dia PVC Pipe line for Drainage, Sockpit, Septic tank, Inspection Chamber, Consealed Light Fitting as per Design & two coat Oil Painting eith primer for Door, Window & Ventilator, two coat Palstic Paint Work with primer & Lappy putty in inside of Qtrs. & two coat Weather proof Exterior Emuision paint of Qtr. etc. Complete as per Design & instruction of EIC. At Bhatasana MHW - 60 Smt , Suigam SHW - 150 Smt.

Demolition of RCC ESR of 3,50,000 Litre Capacity & 25 mt. height at Bhatasana SHW, Benap SHW & Benp Dhoriya sub Head works under, BK-4 Ph 2A Part -1 Regional Water Supply Scheme

Item Description

Supply, installation, testing and commissioning of electro-mechanical equipment of water supply pumping system viz. pumping machinery (of following type and rating), valves (SV/BFV/DPCV), Suction-delivery-discharge header pipes and specials, expansion bellows, flow meter (full bore electromagnetic - For size ≤ 1400 mm) / ultrasonic - For size ≥ 1500 mm), material handling system (motorised chain pulley block with geared travelling trolley), vaccum pumps with accessories or horizontal mono submersible (drain) pump with accessories including LV MCC - APFC panels, LV XLPE insulated Cu / Al armoured / PVC insulated round Copper submersible cables with tray and kits, earthing system, fire extinguisher, exhaust fan, safety accessories etc. as per specifications. 1. 30 KW x 4 set is equals to 120 KW (Capacity 200 M³/Hr x 35 meters head) (2 Working + 2 Standby) HSCF 2. Pump(Suigam Shw) 2. 18.50 KW x 4 set is equals to 74 KW (Capacity 100 M³/Hr x 35 meters head) (2 Working + 2 Standby) HSCF Pump (Benap Head Work) 3. 18.50 KW x 4 set is equals to 74 KW (Capacity 100 M³/Hr x 35 meters head) (2 Working + 2 Standby) HSCF Pump (Kanothi Head Work) 4. 15 KW x 4 set is equals to 60 KW (Capacity 100 M³/Hr x 29 meters head) (2 Working + 2 Standby) HSCF Pump (Benap(Dhoriyo) Head Work ) 5. 15 KW x 4 set is equals to 60 KW (Capacity 100 M³/Hr x 29 meters head) (2 Working + 2 Standby) HSCF Pump (Katav Sump to ESR) 6. 15 KW x 4 set is equals to 60 KW (Capacity 60 M³/Hr x 44 meters head) (2 Working + 2 Standby) HSCF Pump (Katav SHW to Morwada SHW) 7. 18.50 KW x 4 set is equals to 74 KW (Capacity 100 M³/Hr x 35 meters head) (2 Working + 2 Standby) HSCF Pump (Morawada Head Work)

Supply, installation, testing and commissioning of electrical and mechanical equipments of water supply pumping system viz. pumping machinery (of following type and rating), valves (SV/BFV/DPCV), Suction-delivery-discharge header pipes and specials, expansion bellows, flow meter (full bore electromagnetic - For size ≤ 1400 mm) / ultrasonic - For size ≥ 1500 mm), material handling system (EOT), vaccum pumps with accessories or horizontal mono submersible (drain) pump with accessories, fire extinguisher, exhaust fan including 11 kV two / four pole switchyard with dristribution transformer (including one standby of full capacity), HV switchgear panel, LV MCC - APFC panels, HV / LV XLPE insulated Cu / Al armoured / PVC insulated round Copper submersible cables with tray and kits, earthing system, safety accessories etc. as per specifications. 55 KW x 4 set is equals to 220 KW (Capacity 600 M³/Hr x 22 meters head) (2 Working + 2 Standby) VT Pump(Devpura RWS to Devpura WTP)

Devpura Hw (A). 30 KW x 4 set is equals to 120 KW (Capacity 200 M³/Hr x 34 meters head) (2 Working + 2 Standby) HSCF Pump (Devpura MHW to Devpura ESR) (B) 18.5 KW x 4 set is equals to 74 KW (Capacity 300 M³/Hr x 14 meters head) (2 Working + 2 Standby) HSCF Pump (Devpura MHW to Bhatasana MHW) (C) 37 KW x 4 set is equals to148 KW (Capacity 150 M³/Hr x 53 meters head) (2 Working + 2 Standby) HSCF Pump (Devpura MHW to Suigam SHW) Bhatasana Head Work (D) 37 KW x 4 set is equals to 148 KW (Capacity 200 M³/Hr x 41 meters head) (2 Working + 2 Standby) HSCF Pump (Bhatasana HW to ESR) (E) 22 KW x 4 set is equals to 88 KW (Capacity 100 M³/Hr x 44 meters head) (2 Working + 2 Standby) HSCF Pump (Bhatasana HW to Kanothi SHW) (F) 18.5 KW x 4 set is equals to 74 KW (Capacity 70 M³/Hr x 51 meters head) (2 Working + 2 Standby) HSCF Pump (Bhatasana HW to Benap Dhoriyo SHW) (G) 30 KW x 4 set is equals to 120 KW (Capacity 100 M³/Hr x 58 meters head) (2 Working + 2 Standby) HSCF Pump (Bhatasana HW to Katav SHW)

SITC of Horizontal mono submersible pump set Monoset sub. pump 3 phase 400/440 vott, 50 c/s. A.C. Supply and 2900 RPM , as per IS 14220 MOC : Casing: CI-FG260, Impeller : Bronze and Shaft : SS:41 (Rates exclusive of GST) (1) SM-2.1, 220 LPM,22.5 m Head and 4 HP

SM-2.2, 360 LPM, 24 m Head and 5.5 HP

SM-4.7, 1860 LPM, 34 m Head and 25 HP

SM-2.5.3, 720 LPM, 25 m Head and 10 HP

SM-3.2, 1000 LPM, 24 m Head and 12.5 HP

SM-2.5, 498 LPM, 32.5 m Head and 10 HP

SM-2.7, 690 LPM, 40 m Head and 15 HP

SM-3.6, 1175 LPM, 37 m Head and 20 HP

SM-3.4, 870 LPM, 32.5 m Head and 15 HP

Providing, Supplying, Lowering, Laying and jointing of ISI mark G.I. pipes (IS 1239) with couplings and GI specials of following class and diameter in proper position, grade and alignment as directed by Engineer-In-Charge including conveyance from stores to site work, labour, giving hyrdraulic testing including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc, complete. 65 mm dia

Manufacture, supply and delivery of MS special flange ended including all taxes. Upto 300 mm dia.

Manufacture, supply and delivery of GI Fitting including all taxes. (Elbows,nipple,Step nipple,union,plug,Tee,coupling,reducer). up to 65 mm

Above 65 mm and 100 mm

Providing, supplying, Lowering and Laying of ISI mark CI D/F reflux valve as per IS:5312 (Latest Edition) of following class and dia. Including all taxes, insurance, transportation, freight charges, octroi, Inspection charges, Loading, Unloading, Conveyance to departmental store, stacking etc. complete. (1) 50 mm dia

Providing, supplying, Lowering and Laying of ISI mark CI D/F sluice valve as per IS:14846 (Latest Edition) of following class and dia. Including all taxes, insurance, transportation, freight charges, octroi, Inspection charges, Loading, Unloading, Conveyance to departmental store, stacking etc. complete. (PN 1.0 Hand wheel/Cap operated (PD type short body). 50 mm dia CI D/F sluice valve

100 mm dia CI D/F sluice valve

65 mm dia CI D/F sluice valve

80 mm dia CI D/F sluice valve

Pressure Gauge with Accessories: Design , Supply, installation, testing and commissioning of Bourdon type pressure gauge ,+-1Percent accuracy, Direct bottom 1/2" NPT (M) process connection ,IP 667, Glycerine filled ,SS304 Case with BAyonet Type Bezel,SS316 L Bourdon Tube, SS 316 Movement material ,Aluminium Dial with black graduation on white background, Micro Zero adustable pointer , neoprene gasket ,Blow out disc ,shatter proof glass, SS tag plate etc as per IS 3624 of . 0-10 kg/cm2

SITC of Approved make Four Pole LT Heavy Duty Switch Disconnector Fuse Unit Cubical type for panel mounting complete with operating mechanism suitable to operate on 415V A.C. With HRC fuses of suitable load confirming to IS. 13947 and errected on angle iron frame duly painted as per relevent IS specification with red oxide as per Tech. Speci. Cat:III for receiving GEB power(For Suigam HW and Benap HW) (a) 32A, Cat-III

(b) 63A, Cat-III

Supply, installation, testing and commissioning RandB Approved make ELCBs / RCCBs conforming to IS: 12640 and having sensitivity of 30 mA and Short Circuit withstand capacity of 6 KA and suitable for operation on 3 phase and neutral 415V. having characteristic of quick action and tripping with all advance feature and do not incorporate any electronic component for following Max. rating erected as directed. (a) 25A, FP, Cat-III

(b) 40A, FP, Cat-III

(b) 63A, FP, Cat-III

D.O.L. FROM 5 TO 7.5 HP

S.D. FROM 8 TO 10 HP

S.D. FROM 11 TO 15 HP

S.D. FROM 16 TO 20 HP

ATS FROM 21 TO 30 HP

1.1kV Grade Cable- Copper Conductor: Supply, laying, testing and commissioning 1.1 kVgrade, XLPE insulated ,stranded Copper conductor, galvansised steel flat strip / round wire Armoured, exruded PVC type ST2 shealthed, heavy duty cable conforming to IS 7098 (Part-I) and IEC 60502 / 1988 for 1100 Volts grade of approved make with glanding and termination with suitable size lugs / bolts and nuts with all required materials and labour. Cable shall be laid on wall surface with necessary clamps / in existing cable trench/ CAble trays / conduit / pipe sleeves at road crossing or floor as per site requirement. From GEB meter to Control Panel. (1) 4C X 4 Sqmm

4C X 6 Sqmm

4C X 10 Sqmm

4C X 16 Sqmm

PVC Insulated Flat / round submersible Copper Cables (Rates exclusive of GST) SITC of PVC insulated flat submersible cable as per detailed technical specifications of R/C of GWSSB conforming to IS 694, IEC 60227 /60228. - From Control Panel to Motor (1) 3C X 2.5 Sqmm

3C X4 Sqmm

3C X16 Sqmm

Supplying and erecting funnel type earthing having earth plate of following size burried in specifically prepared earth pit 3 m below ground with 40 kg. charcoal and salt with alternate layer of charcoal and salt, 20mm dia GI pipe with funnel with a wirmesh for water and brick masonry block CI cover complete as per para 7.3 of IS 3043 with necessary length of double GI/Couper earth wire No. 6 SWG bolted with lug to the plate and cover in 12mm dia GI pipe 2.5 mt. long completed connected to the nearest swichgear with end socket as per direction and duly tested by earth tester confirming to ISS with following specifications. A) with 30 x 30 x 0.35 cms CI earth plate

Supplying Rubber Matting of 4.00 mm thickness as per IS 5424 and of require length and breadth with good insulation property for 22kv (1.5 m width x 14 m)

Item Description

Excavation for foundation up to 1.50 m Depth including Sorting out and Stacking of useful materials and disposing of the excavated stuff up to 50 meter lead. (a) Loose or soft soil

Providing and laying cement concrete 1:3:6 (1cement : 3coarse sand : 6 hand broken stone aggregates 40 mm. nominal size) and curing complete excluding cost of from work in :(a) Foundation and plinth

Providing laying controlled cement concrete M-200 and curing complete excluding the cost of form work and reinforcement for reinforced concrete (a) Foundations, footings Base of columns and mass concrete. work in :

Providing and laying controlled cement concrete M-200 exposed work with curing etc. complete including the cost of form work but excluding the cost of reinforcement for R.C.C. work in :(a) BEAMS : Having cross sectional area 0.05 to 0.08 Sq.Mt.

(b) BEAMS : Having cross sectional area more than 0.08 Sq. M. and up to 0.12 Sq. M.

(c) COLUMNS :Having cross sectional area 0.05 to 0.08 Sq.Mt.

Brick work using common biurnt clay building brick having crushing strength not less than 35 Kg/ Sq.cm.in foundation and pilnth in cement mortar 1:6 ( 1 Cement:6 find Sand)( Conventonal)

Filling availbale excavated earth (Excluding rock) in trenches Plinth, sides of foundation etc.in layers not exceeding 20 cm in depth Conolidating each deposited layers by ramming and watering

Brick work using common burnt clay building brick having crushing strenght not less than 35 kg/sq.cm.in foundation and plinth in cement mortar 1:6 fine sand) (Extra for brick in super structure above plinth level up to floor two level) Conventional

Providing TMT bar FE 500D reinforcement for RCC work including,bending.binding and placing in position complete up to floor two level.

Providing 15 mm thick cement plaster in single coat on Rough side of single or half brick walls / concrete wall for interior plastering up to floor two level finished even and smooth in (i) Cement mortar 1:3

Finishing wall with water proofing cement paint of approved brand and manufacture and of required shade on wall surface (two coats) to give an even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.

Providing and fixing 0.70 meter high fencing with 1.50 meter long M.S. Angle posts 50 mm. X 50 mm. X 6 mm. And Painting of 1 coat Ready mixied Red lead Paint and 2coats oil paint fixed at 3.0 mt. c/c with nine horizontal lines of galvanised steel barbed wire weighing 9.38 Kg. Per 100 meter, strained and fixed to posts with G.I. staples, including fixing posts on wall etc. complete.

Demolition of Brick work and Stone masonary including stacking of serviceable materials and disposal of unserviceable material with all lead and lift

Providing & fixing sliding gate of 40 mm. dia. mild steel pipe 'B' Class all roundand 20 mm. dia. mild steel pipe at 200 mm C/C and 12 mm. mild steel square bars at 200 mm. c/c alternatively i. e. One square bar to 40 mm dia. pipe frame as per drawing and design with necessary brackets,between two pipe vertically welded holdfasts, locking arrangement on top & aldrop on both sides including base rail for sliding the gate Flat with holdfast, fabrication of side supports including fixing the lettershaving ball bearing rollers & guide track of 50 X 6 mm. M. S. Flat with holdfast, fabrication of side supports including fixing the letters GWSSB on front side etc. complete with three (3) coats of approved Oil Painting & one cost of red oxide primer as directed , include the cost of reinforcement, column supports, joists, concrete masonry work and lighting arrangement etc Complate.

Box cutting the road surface to proper slope and camber for making a base for road work including removing the excavated stuff and depositing on the road side slops as directed upto 50 Mt. lead

Providing and laying compacted W.B.M. 150 mm thick of machine crushed B.T. metal of size 45 mm to 63 mm with using 0.12/ cmt./10 Smt stone screenings as filler and binding material 0.06 cum./ 10 Smt. including spreading, watering & consolidation by vibratory roller etc complete.

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6- hand broken stone aggregates 40 mmnominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth

Providing and casting in Control cement concrete M.150 for C.C. Road including compaction and finishing by trimix process, including providing construction, contraction and expansion joint and filling in joints with bitumen etc. complete as directed by engineer in charge.

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level

Supplying and erecting LED Solar street lights with High power White LEDs wattage of 1Watt and above assembled on single MCPCB, efficiency more than 130 lm/w and corrosion free High pressure die cast aluminum housing with smooth finish powder coated and heat sink extruded aluminium with diffuser and Polycarbonate optics/ lenses with company mark/name engraved or embossed with 36 hours battery backup & MPPT 24V,7.5 A charge controller with 12 hours automatic switch on/off with wind speed resistance 44 m/s as per IEC 61215 (E) 36W, 3000 lumens, IP-65, PV Module -2x100W and 6 mtr poles complete erected

Providing and Fixing precast Rubber Dye inter locking concrete block 60 mm thickwith grade of concrete M250 pnumatic compressed by mechanically pressed and as per approved design including 75 mm sand layer for levelling and filling the joint with sand in proper line and level inc. necesaary excavation & PCC in grade M-10 (1:3:6) thickness not less than 0.15 mt etc comp.

Earthwork for embankment including breaking clods, dressing with all lead and lift and including watering rolling and consolidation of subgrade in layers at O.M.C. to required dry density including filling the depression which occur during the process using power roller 8T to 10T.(E) From Borrow area within 6 KM. lead (upto 10 ton)

Clearing and grubbing road land including uprooting rank vegetation grass bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials(D) By mechanical means in area of Light jungle

Plantation of trees in soil incl digging 45 x 45 x 45cm size pits, preparing soil, providing and mixing organic fertiliser , watering, planting and filling the pits as per direction including etc comlete.

Providing Tree Plants having minimum 1.00 mt height and healthy growth of various kinds as like Peltoform, Gulmahore, Karanj, Ambla ,Rain tree, Saptparni, Cherry, Cryjeliya, Spethodiya, Paras Pipala, Garmalo, Neem, Borsalli, Kadam, Buch, Chanpo, Asopalav and as suggested etc

Providing and fixing gun metal check or non-return full-way contoll wheel valve 40MM dia.

Providing and laying in trenches 6.0 Kg. F/Cm2 working pressure PVC pipes for water supply line of the following outside dia. having white colour complete with necessary fittings, clamps etc (B) 50 mm

Providing and laying in trenches 6.0 Kg. F/Cm2 working pressure PVC pipes for water supply line of the following outside dia. having white colour complete with necessary fittings, clamps etc (A) 32 mm

Lawn Grass :- Filling the area up to the depth of23 cm. with good quality of field fertile soil, breaking the clods leveling the area, free from stone grass roots etc. and farm yard manure at the rate of 5 cum. Per 100 sq. mt. mixing the same with layer of soil, levelling rolling, pre planting, watering etc. and planting the lawn grass of approved varity at 10 x 10 cm. distance etc. complete as per detail specification and maintance for 3 months.

Providing and fixing 1.20 Metre high fencing with 2.0 Metre long M.S. Angle posts 40mm x 40 mm x6 mm and oil painting 3 coats fixed at 2.5 Mt,C/c. with five Horizontan lines and two diagonals of galvanised steel barbed wire weighting 9.38 Kg. per 100 Metre, strained and fixed to posts with G.I,staples including fixing the postsin ground with 0.5 M x 0.5.M x 0.5 M. block in C.C1:5:10 etc complete.

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm length,30cm height and 15cm thick of M250 grade concret as per approved design and including excavation for fixing in proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete. (upto 10 ton)

Excavation for foundation upto 1.50 mt. depth including sorting out and stacking of useful materials and disposing of the excavated stuff upto 50 meter lead : loose or soft soil

Filling available excavated earth (excluding rock) in trenches. plinth, sides of foundations etc. in layers not exceeding 20 cm. in depth consolidating each disposited layer by ramming and watering.

Providing and laying cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 crushed stone 2aggregates 20 mm nominal size) and curing complete. Foundation and plinth.

Providing and laying controlled cement concrete M.250 for curing complete excluding cost of formwork and reinforcement for reinforced concrete work in (B) Walls, from top of foundation level upto floor two level (more than 10 ton)

20 mm thick sand faced (gutako finised) cement plaster on wall upto height 10 mt above ground level constisting of 12 mm thick backing coat of C.M. 1:3 ( 1 cement: 3 sand ) and 8 mm thick finishing coat of C.M. 1:! ( 1 cement: 1 Sand) etc complete.

Finishing wall with weather proof exterior emulsion paint on wall surface (two coats) to give an required shape even shade after thoroughly brushing the surface to remove all dirt, and remains of loose powdered materials.etc complete

Providing TMT Bar FE 500D reinforcement for R.C.C. work including bending, binding and placing in position complete upto floor two level (more than 10 ton)

Providing and fixing pre-cast concrete kerb stone of gray cement based concrete block 30cm length,30cm height and 15cm thick of M250 grade concret as per approved design and including excavation for fixing in proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand) etc complete, including excavation with removal extra earth etc,including PCC 1:3:6 in proper line and level including loading unloading and labour charges

Designing (aestherically), and Constructing Earthquake Proof R.C.C. Frame Structure Site Engineer's office Cum Residence Building including all material and labour and including doors, windows details given including electric wiring of 20 points light, distempering Colour inside and Snowcem out side with brick masonry in CM 1:4 and cement plaster in CM 1:3 and 20 mm sand face plaster out side staff quartrs design shall be earthquake Resistance.(Constructing Store Room at Suigam)

Providing, installing & commissioning Flash mixer impeller with motor, gear arrangement & electrical cable, connections, control panels etc.(size as per design)

Providing, fabricating, fixing/installing/fitting & commissioning Clarifier M.S Bridge with chequered plate platform 1 m wide, scrapers, floculator connections with rails and wheels rotating arrangement incl. peripheral trolley, central bearing etc. complete size as per design. Should be of branded.

Extra for 3 motors of required RPM and 3 gear box assemblies with one slippering unit including wiring and installing switch and control panel as per requirement.

Providing, supplying & fixing Sluice valve PN 1.6 instead of filter gate including cost of valves/specials/nut bolts/rubber packing / key to operate valves incl. all labour, equipments, materials required.

Providing, fabricating and fixing/installing C.I. Gates of size as per design with operating handle etc. comp. for byepass arrangement with ISI mark.

Provding and laying precast R.C.C foothpath slab in controlled cement concrete of M-200 grade (7.0Cm. thickness including necessary reinforcement and providing and setting cement chequerd tiles in C.M. 1:5 as per drawing including necessary frmwork, curing and finishing complete.

Providing & Fixing 25mm x 5.2mm MS Railing with three horizontal Rows and posts of iron angle of size 65mm x 65mm x 8mm RCC 150 and 1.15m height and placed at 1.85 mt/ c/c including painting two coats and anchorage in CC etc. complete

Item Description

Dismentalling tiled or stone floors laid in mortar including stacking of serviceable materials and disposal of unserviceable materials with all lead and lift.

Removing and scraping of old deteriorated plaster of any thickness from wall/RCC member including staking of serviceable material and disposal of unserviceable materials from site work with all lead and lift

Providing 15mm thick cement plaster in single coat on rough or fair side of single or half brick wall for interior plastering in cement mortar 1:4(1 cement 4 sand) watering, curing etc. complete.For all floors

Providing & fixing UPVC ball valve(A) 15mm dia.

Providing laying and jointing in true line and level 40mm dia. U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concealed as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 25mm dia.U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concealed as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

Providing laying and jointing in true line and level 15mm dia.U.P.V.C. Pipe ( SCH- 40) for cold water including fittings as approved by Engineer In Charge. Pipe shall be fixed on the wall with the help of clamp at every two metre C/C or shall be concealed as directed including necessary fittings etc. including testing of pipe and joints and fixing the same with adhesive solvent, including cost of all materials.

Point wiring for Light / Fan/ Bell/ Primary Point with 2-1.5 sq. mm & earthwire of 1.5 sq. mm (green) both are of ISI marked 1.1 kv grade FRLS PVC insulated multistrand copper wires(Make shall be Havells, Anchor), in following type of pipe to be erected concealed in /flushed on wall/ceiling , complete with 6A Tissino Type ISI marked flush type switch / bell push and accessories erected on Metal / PVC Box covered with 3 mm thick PC(Polycarbonet) /Acrylic sheet. with necessary Lamp holder/ceiling rose / H.D.Connector as directed (Make shall be Anchor).

P & L 24" x 24" vitrified 8 mm thick tile flooring over 20 mm (average) base of cement mortar 1:6 ( 1 cement: 6 coarse sand) on new surface or fixing on existing flooring by adhesive material including dismentaling of existing flooring and jointed with color cement slurry including finised with flush pointing & cleaning the surface etc. complete for light shade

Providing and fixing Chicken mesh jali (22 gauge) 15cm wide at the junction of 2 different surfaces of different material component at the time of plastering to prevent cracking in plaster surface as and where directed at all floors with all leads and lifts etc.complete.

Providing & Supplying Wooden Executive Table Having Size of 1800 (L) X 1000 (W) X 760 (H) mm with necessary wooden with 8mm glass on laminated top supports and framing of 18 mm thick BWP plywood or equivalent and 1 mm thickness Laminate/Veneer with cost of all material & Labours with inside one primer coat Colour, SS Studs and box with Three Drawers & necessary fixtures and fastenings. The work shall be done as per drawing or directed by Engineer Incharge.

Providing & Supplying Wooden Office Table with laminated top having 1520 (L) X 900 (W) X 760 (H) using 18 mm thick BWP plywood & 25mm & 50mm X 12mm Teakwood patti, formica, handle, fastening & fixture including cost of all material & Labours with drawer & shutter, inside one priming coat and two coat of oil painting. etc. complete as per drawing or directed by Engineer in charge.

Providing & Supplying Wooden Computer Table (Modular Type) having size 1.20m Length X 0.70m Width X 1.20m Height with box size 0.45 X 0.53 X 0.70m Height with 03 drawers with Keyboard tray, using 18mm/12mm/6mm WP plywood, laminate sheet, teak wood, lumpsum Two Glass, necessary hardware, fixtures & fastening including Labour charges, CPU trolley, polishing were required etc., as directed by the Engineer in Charge.

Providing & Supplying Wooden Three Seated SOFA made using Indian Teak wood in framing and support of 19mm thick WP plywood, box of the sofa made with 100mm Thick 40 Density 'U' foam in seat and 50mm Thick 40 Density 'U' foam in back rest portion with imported POLYTEEL recron covering on back portion with textured TAPESTRY black Leather covering and S.S. legs with necessary fixtures & fastening etc., competed or as directed by Engineer in Charge.

Providing & Supplying Curtain of Vertical Blinds with runners, blind fabric, roller thread manual, powder coated channel with necessary fittings, fixtures & fastening for moving of blinds, etc. completed as directed by Engineer in Charge.

Providing & Supplying Visitors Chair E-PRO Cantilever BB-EP1-CT.

Providing & Supplying Revolving Swing Mid back chair BB-SG-02 D, with permanent contact single position locking mechanism, 5-prong low rise chrome base fitted with twin wheels of nylon castors, elegant chrome base armrest. Premium pneumatic gas lift and elegant nylon mesh for seat and back.

Providing & Supplying Armada Mid Back Chair BB-AR-02-C single position locking Synchro tilt mechanism with 'return-prevention' facility with heavy duty with nylon castors wheels elegant fabric, upholstery for seat and nylon mesh for back etc.

Providing & Erecting Split Air Conditioners 2 ton min. 5 star or above rated approved make air-conditioning unit consisting of condensing unit with fan motor, hermetically sealed rotary compressor with accessories etc. duly connected separately erected evaporating unit and blower motor with its accessories by means of proper insulated copper tubing upto 5 RMT as per suitable, cost inclusive of M. S. stand, Gas charging & internal copper wiring & remote control etc. complete as per directed by the Engineer in Charge.

Providing & Supplying Wooden Dias Platform for CONFERENCE HALL/DEE Room having Size of 2000 (L) X 1500 (W) X 200 (H) mm using with 18 mm BWP plywood structure & Wooden Beading as per drawing or directed by Engineer in Charge.

Providing & fixing PVC Decorative Luvar Wall panels & Ceiling Panel with ambient Lighting arrangement (Roof light, Panel Light etc) as per direction of Engineer incharge.

Item Description

Second Year

Third Year

Fourth Year

Fifth Year

Sixth Year

Seventh Year

Eight Year

Nine Year

Ten Year

Inside-Out side Painting to all Functional civil structures, as per schedule (Four time in the contract period) Sub Item No:01. Distempeing (Two Coats) with oil bound distemper of approved brand and manufacture and of required shade on wall surfaces to give an even shade, over and including a priming coat with distemper primer of approved brand and manufacure after throughly brushing the surface free from mortar dropping and other foreign matter and also including preparing the surface even and sand papered smooth. UG sump, Pump house, Staff Quarter,Compund wall etc. Painting Inside/Outside to WTP inc. all buildings, RCC UG Sump, Pump room,Staff Quarters,Compund Wall etc.1 st Quarter . Devpura MHW

Bhatasana SHW

Benap SHW

Benap-2 SHW

Suigam SHW

Katav SHW

Morvada SHW

Kanothi SHW

Compound Wall

2 nd Quarter . Devpura MHW

Bhatasana SHW

Benap SHW

Benap-2 SHW

Suigam SHW

Katav SHW

Morvada SHW

Kanothi SHW

Compound Wall

3 rd Quarter . Devpura MHW

Bhatasana SHW

Benap SHW

Benap-2 SHW

Suigam SHW

Katav SHW

Morvada SHW

Kanothi SHW

Compound Wall

4 th Quarter . Devpura MHW

Bhatasana SHW

Benap SHW

Benap-2 SHW

Suigam SHW

Katav SHW

Morvada SHW

Kanothi SHW

Compound Wall

Item Description

Inside-Out side Painting to all Functional civil structures, as per schedule (Four time in the contract period) Sub Item No:01. Distempeing (Two Coats) with oil bound distemper of approved brand and manufacture and of required shade on wall surfaces to give an even shade, over and including a priming coat with distemper primer of approved brand and manufacure after throughly brushing the surface free from mortar dropping and other foreign matter and also including preparing the surface even and sand papered smooth. Sub Itrem : 02. Applying any approve quality of cement paint in three coats incl. cleaning,washing etc. complete for ESR Only. For ESR Only with Scaffolding.1 st Quarter . 10.0 Lakh- 15 mt ESR @ Devpura

8.00 Lakh - 25 mt ESR @ Bhatasana HW

5.0 Lakh - 18 mt ESR @ Benap SHW

4.50 Lakh - 12 mt ESR Benap-2 SHW

7.50 Lakh - 18 mt ESR Suigam SHW

3.50 Lakh - 12 mt ESR Katav SHW

6.5 Lakh - 18 mt ESR Morvada SHW

10.5 Lakh - 18 mt ESR Kanothi SHW

2 nd Quarter . 10.0 Lakh- 15 mt ESR @ Devpura

8.00 Lakh - 25 mt ESR @ Bhatasana HW

5.0 Lakh - 18 mt ESR @ Benap SHW

4.50 Lakh - 12 mt ESR Benap-2 SHW

7.50 Lakh - 18 mt ESR Suigam SHW

3.50 Lakh - 12 mt ESR Katav SHW

6.5 Lakh - 18 mt ESR Morvada SHW

10.5 Lakh - 18 mt ESR Kanothi SHW

3 rd Quarter . 10.0 Lakh- 15 mt ESR @ Devpura

8.00 Lakh - 25 mt ESR @ Bhatasana HW

5.0 Lakh - 18 mt ESR @ Benap SHW

4.50 Lakh - 12 mt ESR Benap-2 SHW

7.50 Lakh - 18 mt ESR Suigam SHW

3.50 Lakh - 12 mt ESR Katav SHW

6.5 Lakh - 18 mt ESR Morvada SHW

10.5 Lakh - 18 mt ESR Kanothi SHW

4 th Quarter . 10.0 Lakh- 15 mt ESR @ Devpura

8.00 Lakh - 25 mt ESR @ Bhatasana HW

5.0 Lakh - 18 mt ESR @ Benap SHW

4.50 Lakh - 12 mt ESR Benap-2 SHW

7.50 Lakh - 18 mt ESR Suigam SHW

3.50 Lakh - 12 mt ESR Katav SHW

6.5 Lakh - 18 mt ESR Morvada SHW

10.5 Lakh - 18 mt ESR Kanothi SHW

Supply of Necessary Chemicals for Treatment of Raw Water in Water Treatment plant incl. transportation,carting,loading,unloading etc. Complete. Refilling of Chlorine gas in cylinder incl. transportation to and from factory and back. 1 to 10 Yrs

Supply of PAC-10 percent Solution incl. transportation, loading,unloading etc. complete. 1 to 10 Yrs

Item Description

Cleaning of storage reservoir:UG sumps, ESR, HGLR/ GLCC and all village level sumps every Year (10 times in the contract period) 1 st Year. DEVPURA(BHADVEL) MAIN H.W. & WTP ESR 10 Lac, 18 Mt ht. 1 Nos

U/G Sump 25 lakh Liter Capacity

U/G Sump 40 lakh Liter Capacity

U/G Sump 2.0 lakh Liter Capacity

U/G Sump 62.0 lakh Liter Capacity

Sludge Sump -5.0 Lakh Liter Capacity

BHATASNA SUB H.W. ESR 8.0 Lac, 25 Mt ht. 1 Nos

U/G Sump 40 lakh Liter Capacity

U/G Sump 107 lakh Sump Liter Capacity

BENAP SUB H.W. ESR 5 Lac, 18 Mt ht. 1 Nos

U/G Sump 20 lakh Liter Capacity

BENAP-2 SUB H.W. ESR 4.5 Lac, 12 Mt ht. 1 Nos

U/G Sump 9.0 lakh Liter Capacity

KATAV SUB H.W. U/G Sump 10 lakh Liter Capacity - 2 No

ESR 3.5 Lac, 12 Mt ht. 1 Nos

SUIGAM SUB H.W. ESR 7.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 7 lakh Liter Capacity

Morvada HW ESR 6.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 12.5 lakh Liter Capacity

Kanothi HW ESR 10.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 20.5 lakh Liter Capacity

2nd Year. DEVPURA(BHADVEL) MAIN H.W. & WTP ESR 10 Lac, 18 Mt ht. 1 Nos

U/G Sump 25 lakh Liter Capacity

U/G Sump 40 lakh Liter Capacity

U/G Sump 2.0 lakh Liter Capacity

U/G Sump 62.0 lakh Liter Capacity

Sludge Sump -5.0 Lakh Liter Capacity

BHATASNA SUB H.W. ESR 8.0 Lac, 25 Mt ht. 1 Nos

U/G Sump 40 lakh Liter Capacity

U/G Sump 107 lakh Sump Liter Capacity

BENAP SUB H.W. ESR 5 Lac, 18 Mt ht. 1 Nos

U/G Sump 20 lakh Liter Capacity

BENAP-2 SUB H.W. ESR 4.5 Lac, 12 Mt ht. 1 Nos

U/G Sump 9.0 lakh Liter Capacity

KATAV SUB H.W. U/G Sump 10 lakh Liter Capacity - 2 No

ESR 3.5 Lac, 12 Mt ht. 1 Nos

SUIGAM SUB H.W. ESR 7.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 7 lakh Liter Capacity

Morvada HW ESR 6.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 12.5 lakh Liter Capacity

Kanothi HW ESR 10.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 20.5 lakh Liter Capacity

Item Description

3rd Year. DEVPURA(BHADVEL) MAIN H.W. & WTP ESR 10 Lac, 18 Mt ht. 1 Nos

U/G Sump 25 lakh Liter Capacity

U/G Sump 40 lakh Liter Capacity

U/G Sump 2.0 lakh Liter Capacity

U/G Sump 62.0 lakh Liter Capacity

Sludge Sump -5.0 Lakh Liter Capacity

BHATASNA SUB H.W. ESR 8.0 Lac, 25 Mt ht. 1 Nos

U/G Sump 40 lakh Liter Capacity

U/G Sump 107 lakh Sump Liter Capacity

BENAP SUB H.W. ESR 5 Lac, 18 Mt ht. 1 Nos

U/G Sump 20 lakh Liter Capacity

BENAP-2 SUB H.W. ESR 4.5 Lac, 12 Mt ht. 1 Nos

U/G Sump 9.0 lakh Liter Capacity

KATAV SUB H.W. U/G Sump 10 lakh Liter Capacity - 2 No

ESR 3.5 Lac, 12 Mt ht. 1 Nos

SUIGAM SUB H.W. ESR 7.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 7 lakh Liter Capacity

Morvada HW ESR 6.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 12.5 lakh Liter Capacity

Kanothi HW ESR 10.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 20.5 lakh Liter Capacity

4 thYear. DEVPURA(BHADVEL) MAIN H.W. & WTP ESR 10 Lac, 18 Mt ht. 1 Nos

U/G Sump 25 lakh Liter Capacity

U/G Sump 40 lakh Liter Capacity

U/G Sump 2.0 lakh Liter Capacity

U/G Sump 62.0 lakh Liter Capacity

Sludge Sump -5.0 Lakh Liter Capacity

BHATASNA SUB H.W. ESR 8.0 Lac, 25 Mt ht. 1 Nos

U/G Sump 40 lakh Liter Capacity

U/G Sump 107 lakh Sump Liter Capacity

BENAP SUB H.W. ESR 5 Lac, 18 Mt ht. 1 Nos

U/G Sump 20 lakh Liter Capacity

BENAP-2 SUB H.W. ESR 4.5 Lac, 12 Mt ht. 1 Nos

U/G Sump 9.0 lakh Liter Capacity

KATAV SUB H.W. U/G Sump 10 lakh Liter Capacity - 2 No

ESR 3.5 Lac, 12 Mt ht. 1 Nos

SUIGAM SUB H.W. ESR 7.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 7 lakh Liter Capacity

Morvada HW ESR 6.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 12.5 lakh Liter Capacity

Kanothi HW ESR 10.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 20.5 lakh Liter Capacity

Item Description

5th Year. DEVPURA(BHADVEL) MAIN H.W. & WTP ESR 10 Lac, 18 Mt ht. 1 Nos

U/G Sump 25 lakh Liter Capacity

U/G Sump 40 lakh Liter Capacity

U/G Sump 2.0 lakh Liter Capacity

U/G Sump 62.0 lakh Liter Capacity

Sludge Sump -5.0 Lakh Liter Capacity

BHATASNA SUB H.W. ESR 8.0 Lac, 25 Mt ht. 1 Nos

U/G Sump 40 lakh Liter Capacity

U/G Sump 107 lakh Sump Liter Capacity

BENAP SUB H.W. ESR 5 Lac, 18 Mt ht. 1 Nos

U/G Sump 20 lakh Liter Capacity

BENAP-2 SUB H.W. ESR 4.5 Lac, 12 Mt ht. 1 Nos

U/G Sump 9.0 lakh Liter Capacity

KATAV SUB H.W. U/G Sump 10 lakh Liter Capacity - 2 No

ESR 3.5 Lac, 12 Mt ht. 1 Nos

SUIGAM SUB H.W. ESR 7.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 7 lakh Liter Capacity

Morvada HW ESR 6.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 12.5 lakh Liter Capacity

Kanothi HW ESR 10.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 20.5 lakh Liter Capacity

6 thYear. DEVPURA(BHADVEL) MAIN H.W. & WTP ESR 10 Lac, 18 Mt ht. 1 Nos

U/G Sump 25 lakh Liter Capacity

U/G Sump 40 lakh Liter Capacity

U/G Sump 2.0 lakh Liter Capacity

U/G Sump 62.0 lakh Liter Capacity

Sludge Sump -5.0 Lakh Liter Capacity

BHATASNA SUB H.W. ESR 8.0 Lac, 25 Mt ht. 1 Nos

U/G Sump 40 lakh Liter Capacity

U/G Sump 107 lakh Sump Liter Capacity

BENAP SUB H.W. ESR 5 Lac, 18 Mt ht. 1 Nos

U/G Sump 20 lakh Liter Capacity

BENAP-2 SUB H.W. ESR 4.5 Lac, 12 Mt ht. 1 Nos

U/G Sump 9.0 lakh Liter Capacity

KATAV SUB H.W. U/G Sump 10 lakh Liter Capacity - 2 No

ESR 3.5 Lac, 12 Mt ht. 1 Nos

SUIGAM SUB H.W. ESR 7.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 7 lakh Liter Capacity

Morvada HW ESR 6.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 12.5 lakh Liter Capacity

Kanothi HW ESR 10.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 20.5 lakh Liter Capacity

Item Description

7 th Year. DEVPURA(BHADVEL) MAIN H.W. & WTP ESR 10 Lac, 18 Mt ht. 1 Nos

U/G Sump 25 lakh Liter Capacity

U/G Sump 40 lakh Liter Capacity

U/G Sump 2.0 lakh Liter Capacity

U/G Sump 62.0 lakh Liter Capacity

Sludge Sump -5.0 Lakh Liter Capacity

BHATASNA SUB H.W. ESR 8.0 Lac, 25 Mt ht. 1 Nos

U/G Sump 40 lakh Liter Capacity

U/G Sump 107 lakh Sump Liter Capacity

BENAP SUB H.W. ESR 5 Lac, 18 Mt ht. 1 Nos

U/G Sump 20 lakh Liter Capacity

BENAP-2 SUB H.W. ESR 4.5 Lac, 12 Mt ht. 1 Nos

U/G Sump 9.0 lakh Liter Capacity

KATAV SUB H.W. U/G Sump 10 lakh Liter Capacity - 2 No

ESR 3.5 Lac, 12 Mt ht. 1 Nos

SUIGAM SUB H.W. ESR 7.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 7 lakh Liter Capacity

Morvada HW ESR 6.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 12.5 lakh Liter Capacity

Kanothi HW ESR 10.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 20.5 lakh Liter Capacity

8th Year. DEVPURA(BHADVEL) MAIN H.W. & WTP ESR 10 Lac, 18 Mt ht. 1 Nos

U/G Sump 25 lakh Liter Capacity

U/G Sump 40 lakh Liter Capacity

U/G Sump 2.0 lakh Liter Capacity

U/G Sump 62.0 lakh Liter Capacity

Sludge Sump -5.0 Lakh Liter Capacity

BHATASNA SUB H.W. ESR 8.0 Lac, 25 Mt ht. 1 Nos

U/G Sump 40 lakh Liter Capacity

U/G Sump 107 lakh Sump Liter Capacity

BENAP SUB H.W. ESR 5 Lac, 18 Mt ht. 1 Nos

U/G Sump 20 lakh Liter Capacity

BENAP-2 SUB H.W. ESR 4.5 Lac, 12 Mt ht. 1 Nos

U/G Sump 9.0 lakh Liter Capacity

KATAV SUB H.W. U/G Sump 10 lakh Liter Capacity - 2 No

ESR 3.5 Lac, 12 Mt ht. 1 Nos

SUIGAM SUB H.W. ESR 7.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 7 lakh Liter Capacity

Morvada HW ESR 6.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 12.5 lakh Liter Capacity

Kanothi HW ESR 10.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 20.5 lakh Liter Capacity

Item Description

9 th Year. DEVPURA(BHADVEL) MAIN H.W. & WTP ESR 10 Lac, 18 Mt ht. 1 Nos

U/G Sump 25 lakh Liter Capacity

U/G Sump 40 lakh Liter Capacity

U/G Sump 2.0 lakh Liter Capacity

U/G Sump 62.0 lakh Liter Capacity

Sludge Sump -5.0 Lakh Liter Capacity

BHATASNA SUB H.W. ESR 8.0 Lac, 25 Mt ht. 1 Nos

U/G Sump 40 lakh Liter Capacity

U/G Sump 107 lakh Sump Liter Capacity

BENAP SUB H.W. ESR 5 Lac, 18 Mt ht. 1 Nos

U/G Sump 20 lakh Liter Capacity

BENAP-2 SUB H.W. ESR 4.5 Lac, 12 Mt ht. 1 Nos

U/G Sump 9.0 lakh Liter Capacity

KATAV SUB H.W. U/G Sump 10 lakh Liter Capacity - 2 No

ESR 3.5 Lac, 12 Mt ht. 1 Nos

SUIGAM SUB H.W. ESR 7.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 7 lakh Liter Capacity

Morvada HW ESR 6.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 12.5 lakh Liter Capacity

Kanothi HW ESR 10.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 20.5 lakh Liter Capacity

10 th Year. DEVPURA(BHADVEL) MAIN H.W. & WTP ESR 10 Lac, 18 Mt ht. 1 Nos

U/G Sump 25 lakh Liter Capacity

U/G Sump 40 lakh Liter Capacity

U/G Sump 2.0 lakh Liter Capacity

U/G Sump 62.0 lakh Liter Capacity

Sludge Sump -5.0 Lakh Liter Capacity

BHATASNA SUB H.W. ESR 8.0 Lac, 25 Mt ht. 1 Nos

U/G Sump 40 lakh Liter Capacity

U/G Sump 107 lakh Sump Liter Capacity

BENAP SUB H.W. ESR 5 Lac, 18 Mt ht. 1 Nos

U/G Sump 20 lakh Liter Capacity

BENAP-2 SUB H.W. ESR 4.5 Lac, 12 Mt ht. 1 Nos

U/G Sump 9.0 lakh Liter Capacity

KATAV SUB H.W. U/G Sump 10 lakh Liter Capacity - 2 No

ESR 3.5 Lac, 12 Mt ht. 1 Nos

SUIGAM SUB H.W. ESR 7.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 7 lakh Liter Capacity

Morvada HW ESR 6.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 12.5 lakh Liter Capacity

Kanothi HW ESR 10.5 Lac, 18 Mt ht. 1 Nos

U/G Sump 20.5 lakh Liter Capacity

Item Description

Procurement & replacement of filter media: Effective size of filter sand 0.45 to 0.70 mm uniformity coefficient not more than 1.7 nor less than 1.3, depth of filter 0.75 M, freeboard 50 cm , gravel 0.45 M in depth, sand and gravel conforming to IS: 8491(i)-77 .Every 2 year Period.1 st Quarter. Devpura WTP

2nd Quarter. Devpura WTP

3rd Quarter. Devpura WTP

4th Quarter. Devpura WTP

5th Quarter. Devpura WTP