Working Survey, Soil Investigation, Design, Build and Operate (with Trial Run of 3Months) Contract for Providing, Supplying, Lowering, Laying and Jointing Rising Main, Gravity Main and Distribution Pipeline; Supply, Installation, Testing and Commissioning of Pumps with Associated Mechanical and Electrical Equipments, instruments and Accessories, Clear Water Sump, Elevated service Reservoir, Pump House, Staff Quarters, Compound Wall, Approach Road (RCC) at Various HW/SHW/Village/Hamlet/City With Operation and Maintenance of New And Existing all types of Civil Structures, Mechanical and Electro-mechanical Equipments, WTP s and Pipeline Network For 10 years For 137 villages, 16 hamlets, and 1 city Under the NMC Kureja Based Augmentation P-1 Regional Water Supply Scheme, Taluka: Harij, Sami and Shankheshwar, District: Patan.

Providing and supplying D. I. 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). 350 mm dia DI K-7 Pipe

300 mm dia DI K-7 Pipe

250 mm dia DI K-7 Pipe

200 mm dia DI K-7 Pipe

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. Note:- 1.One coupler / ring shall be provided with each full length pipe cost of which is included in rates below. 2).3percent (Three) Discounted rate to be consider for Coupler jointed pipe3). Rate for PVC Resin as Rs. 91739/MT (Price Without GST 315 mm dia 6 kg/cm2

280 mm dia 6 kg/cm2

250 mm dia 6 kg/cm2

200 mm dia 6 kg/cm2

180 mm dia 6 kg/cm2

160 mm dia 6 kg/cm2

140 mm dia 6 kg/cm2

110 mm dia 6 kg/cm2

90 mm dia 6 kg/cm2

Providing and supplying ISI mark G. I. pipes with Couplings of following class and diameter including all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. (IS -1239) (Not for well/tube well column pipe) 150 MM DIA Heavy Duty

125 MM DIA Heavy Duty

100 MM DIA Heavy Duty

80 MM DIA Heavy Duty

Manufacture, Supply & 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, loading,unloading, carting, stacking, insurance, inspection charges, octroi etc. complete.(With external bitumen & zinc coating & internal cement mortar lining) Socket & Spigot Type 80 to 300mm dia

350 & Above

Flanged ended 80 to 300mm dia

350 & Above

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. In all sorts of soil and soft murrum, up to 1.50 mt. depth

In hard rock and / or in C. C. 1:2:4 or RCC with blasting, breaking, chiseling, or by chiseling / breaking only.d) up to 1.50 mt. depth

Lowering, laying and jointing C. I. S & S Spun pipes suitable for Tyton joints / Mortar lined D. I. Pipes of various classes with CI / MS specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including hydraulic testing etc. comp. 350 mm dia DI K-7 Pipe

300 mm dia DI K-7 Pipe

250 mm dia DI K-7 Pipe

200 mm dia DI K-7 Pipe

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. 315 mm dia 6 kg/cm2

280 mm dia 6 kg/cm2

250 mm dia 6 kg/cm2

200 mm dia 6 kg/cm2

180 mm dia 6 kg/cm2

160 mm dia 6 kg/cm2

140 mm dia 6 kg/cm2

110 mm dia 6 kg/cm2

90 mm dia 6 kg/cm2

Lowering, laying and jointing G. I. pipes with G. I. specials of following diameters in proper position, grade and alignment as directed by Engineer-in-charge including conveyance from stores to site of work, labour, giving hydraulic testing, etc. comple 150 MM DIA Heavy Duty

125 MM DIA Heavy Duty

100 MM DIA Heavy Duty

80 MM DIA Heavy Duty

Refiling the pipe line trenches incl. ramming watering, consolidating, disposal of surplus stuff as directed with in a radious of 3.00kms Refilling as directed

Providing and supplying ISI mark CI D/F Sluice Valves as per IS:14846 (Latest Edition) of following class and diameter inctuding all taxes, insurance, transportation, freight charges, octroi, inspection charges, loading. unloading. conveyance to departmental stores, stacking etc. complete. Butterfly Valve a) 400 mm dia Butterfly valve

Sluice Valve PN-1 With hand wheel /cap operated (PD type short body), a) 400 mm dia sluice valve

350 mm dia sluice valve

300 mm dia sluice valve

250 mm dia sluice valve

200 mm dia sluice valve

150 mm dia sluice valve

125 mm dia sluice valve

100 mm dia sluice valve

Item Description

80 mm dia sluice valve

Providing and supplying C. l. Temper proof Air valves with SS 304 Float gun metal- nozle of approved make & quality of following class and diameter inclucing all taxes, insurance, transpotation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete. Temper proof Air valve 100 mm dia (With Isolating Sluice Valve PN 1.6)

Temper proof Air valve 80 mm dia (With Isolating Sluice Valve PN 1.6)

Temper proof Air valve 50 mm dia(With Isolating Sluice Valve PN 1.6)

Temper proof Air valve 80 mm dia (Without Isolating Sluice Valve PN 1.0)

Temper proof Air valve 50 mm dia (Without Isolating Sluice Valve PN 1.0)

Lowering, laying and jointing in position following C. I. / D/F Reflux valves, Butterfly valves, Sluice valves and Air vaives including cost of all labour, jointing material.including nut bolts and giving satisfactory hydraulic testing, etc. complete. Butterfly Valve 400 mm dia Butterfly valve

Sluice Valve PN-1 With hand wheel /cap operated (PD type short body) 400 mm dia sluice valve

350 mm dia sluice valve

300 mm dia sluice valve

250 mm dia sluice valve

200 mm dia sluice valve

150 mm dia sluice valve

125 mm dia sluice valve

100 mm dia sluice valve

80 mm dia sluice valve

Lowering, laying and jointing in position Air valves including cost of all labour, jointing, materials, including nut bolts and giving satisfactory hydraulic testing etc, complete. Air valve double ball flanged 100 mm dia.

80 mm dia.

50 mm dia.

Erection of Air valve with Air valve riser by installing new MS pipe of 6mm thick or Heavy Duty GI pipe and 3.2mt length with necessary fitting such as flange of appropriate size, nut bolts and embedded the pipe in RCC M-15 with offset of 10cm around pipe with necessary steel etc complete. a) Temper proof Air valve 100 mm dia (With Isolating Sluice Valve PN 1.6)

Temper proof Air valve 80 mm dia (With Isolating Sluice Valve PN 1.6)

Temper proof Air valve 50 mm dia(With Isolating Sluice Valve PN 1.6)

Temper proof Air valve 80 mm dia (Without Isolating Sluice Valve PN 1.0)

Temper proof Air valve 50 mm dia (Without Isolating Sluice Valve PN 1.0)

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 oftrapmetal size 25 mm to 40mm thick, inside cement plaster in C. M. 1:3 andcement pointing outside in C. M. 1:3 and top cover of precast RCC slab 100 mm thick (with key holein two parts, each with handles or MS Bar etc. complete as given size) Upto 1 Mt. depth trom 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 tixing of C-MH Frame and cover (excl. cost of Cl-MH Frame and cover) with 23 mm thick brick masonry wall in C.M.1:6. 0.9m x 0.9m x 1m upto 150 to 450mm dia pipe for SV/ BFV valve With precastslabintwoparts 15 mm

0.9m x 0.9m x 1m from 150 to 450mm dia pipe for BFV/SV valve

0.9m x 0.9m x 1m from Flow Meter for BFV/SV valve

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 oftrapmetal size 25 mm to 40mm thick, inside cement plaster in C. M. 1:3 andcement pointing outside in C. M. 1:3 and top cover of precast RCC slab 100 mm thick (with key holein two parts, each with handles or MS Bar etc. complete as given size) Upto 1 Mt. depth trom 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 tixing of C-MH Frame and cover (excl. cost of Cl-MH Frame and cover) with 23 mm thick brick masonry wall in C.M.1:6 (With precast slab in two parts 15cm) 0.6m x 0.6m x 1m upto 150mm dia pipe for SV valve

Labour charges for repairing of leakage in CI/DI pipeline for following diameter at different places including necessary excavation manually or by machinery, removing mud, dewatering, cleaning of pipe, cutting of pipe,Jointing & repairing using CID joints including CID joints including CID joints, rubber rings, nut bolts, hiring excavator, Hydra/Crane, dewatering machine, fuel, operator etc. complete(including cost of jointing material but excluding cost of pipe) 400 mm Dia

350 mm Dia

300 mm Dia

250 mm Dia

200 mm Dia

Labour charges for repairing of leakage in PVC pipeline of follwing dia meter at different places including necessary excavation manually or by mechanize excavation, dewatering removing of mud, cleaning of pipe and leakage portion, cutting the pipeline & removing piece of pipe from trench with inclusive of mechanical devices JCB, Hydra/Crain if necessary & labours required with providing material such couplers, solution etc. comp. (incl. all material but Exclu. cost of pipe) 315 mm dia 6 kg/cm2

280 mm dia 6 kg/cm2

250 mm dia 6 kg/cm2

200 mm dia 6 kg/cm2

180 mm dia 6 kg/cm2

160 mm dia 6 kg/cm2

140 mm dia 6 kg/cm2

110 mm dia 6 kg/cm2

90 mm dia 6 kg/cm2

Providing CC M-100 for encasing pipes using trap metal size 12 mm to 50 mm incl. form work curing consolidation etc comp. for various location on pipe line. using trap metal 20 mm nominal size

Providing CC M-100 for encasing pipes / Block using trap metal size 12 mm to 50 mm incl. form work curing consolidation etc comp. for various location on pipe line. using trap metal 40 mm nominal size

Manufacture, Supply & Delivery of MS specials flange ended complete as per latest IS for various diameter and classes including M.S Jali at Header all taxes, loading, unloading, staking, insurance, octroi charges, etc. complete. a) M. S. Specials plain & socket ends above 300 mm dia

M. S.Specials flanged ends above 300 mm dia

Lowering, laying, jointing & welding in position to correct line & level M.S. Pipe with outerside 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, heat shrink sleev jointing hydrotesting etc.complete. 4mm to 7 mm thick a) 711mm Dia I/S Solvent free Liquid Epoxy Lining (406 micron) + O/S 3 LPE Coated M. S. Pipe & 6.3 MM Thickness

610mm Dia I/S Solvent free Liquid Epoxy Lining (406 micron) + O/S 3 LPE Coated M. S. Pipe & 5.8 MM Thickness

Dnilling ot 500mm dia Horizontal borehole for watermain pipeline crossing under the road incl in all strata with requried length incl fixing of 400mm dia M.S/RCC casing pipe with pushing etc complete various size of pipe for 193.7 to 244.5mm dia watermain a) Horzontal Drilling 500 mm & MS Casing pipe 400mm dia & 6mm thick for MS Casing Pipe+WaterMain-244.5mmdia

Driling of 900mm dia Horizontal borehole for watermain pipeline crossing under the road incl in all strata with requried length inclfixing of 800mm dia M.S/RCC casing pipe with pushing etc complete various size of pipe for 406.4 to 508mm dia watermain a) Horzontal drilling 900 mm & MS Casing pipe 800mm dia &12mm thick for |MS CasingPipe + WaterMain-406.4mm

Item Description

Driling of 600mmdiaHorizontal borehole for watermain pipeline crossing under the road incl in ali strata with requried length incl fixing 10 of 500mm dia M.S/RCC casing pipe with pushing etc complete vanous size of pipe for 273.1 to 355.6mm dia watermain. a) Horzontal drilling 600 mm & MS Casing pipe 500mm dia &8mm thick MS Casing Pipe+ WaterMain-355.6mmn

Dnilling ot 500mm dia Horizontal borehole for watermain pipeline crossing under the road incl in all strata with requried length incl fixing of 400mm dia M.S/RCC casing pipe with pushing etc complete various size of pipe for 193.7 to 244.5mm dia watermain , from 140 to 200 mm dia for Highway / Village Level Road crossing at various locations. Without Water main & with RCC Casing Pipe

Driling of 600mmdiaHorizontal borehole for watermain pipeline crossing under the road incl in ali strata with requried length incl fixing 10 of 500mm dia M.S/RCC casing pipe with pushing etc complete vanous size of pipe for 273.1 to 355.6mm dia watermain from 250 to 315 mm dia for Highway / Village Level Road crossing at various locations. Without Water main & with RCC Casing Pipe, Without Water main & with RCC Casing Pipe

Drilling of 300mm dia Horizontal borehole for watermain pipeline crossing under the road incl in ali strata with requried length incl fixing of 250mm dia M.S/RCC casing pipe ith pushing etc complete various size of pipe for 168mm dia watermain.from 90 &110 mm dia for Highway / Village Level Road crossing at various locations. Without Water main & with RCC Casing Pipe, Without Water main & with RCC Casing Pipe

Item Description

RCC U/G SUMP 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. Sump with water table (sub soil water level above foundation) U/G Sump at MHW/SHW RCC Sump of 11 lakh ltr. Capacity U/G sump Circular (at ARITHA HW, LOLADA HW & DUDAKA HW)

RCC Sump of 7 lakh ltr. Capacity U/G sump Circular at KUVARAD HW

RCC Sump of 8 lakh ltr. Capacity U/G sump Circular at DHADHANA HW

RCC Sump of 4 lakh ltr. Capacity U/G sump Circular at VED HW

Sump with water table (sub soil water level above foundation) U/G Sump at MHW/SHW RCC Sump of 60000 Liter Cap U/G sump Circular at Mardanganj

RCC Sump of 80000 Liter Cap U/G sump Circular at Khandiya

RCC Sump of 90000 Liter Cap U/G sump Circular at ( sukhpura, Haripura (Lalpur), islampura ,lalpur

RCC Sump of 100000 Liter Cap U/G sump Circular at Khandiya

RCC Sump of 120000 Liter Cap U/G sump Circular at Kanchandpura & Ved

RCC Sump of 140000 Liter Cap U/G sump Circular at Khijadiyari

RCC Sump of 180000 Liter Cap U/G sump Circular at Matrota

RCC Sump of 200000 Liter Cap U/G sump Circular at Taranagar & Nani Chandur

RCC Sump of 240000 Liter Cap U/G sump Circular at Samsherapur

RCC Sump of 350000 Liter Cap U/G sump Circular at Kukrana

RCC Sump of 450000 Liter Cap U/G sump Circular at Padla

RCC ESR Designing structurally (and aesthetically) complying provisions of relevant Indian standards and constructing RCC Elevated service Reservoir of the Following capacity and height , using data of S.B.C of proposed site , Seismic zone, Wind speed Zone.Including (1) Container shape any suitable type(or as specified)(2)Staging consist 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 within a lead of 50 meters. (4) This will also include cement plaster in CM 1:2 with approved water proofing compound to inside face of container. (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 accessories(specified) like MS/GI Ladder Cl 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 jail.(7)Scope of work includes constructing RCC spiral staircase with adequate tie beams ,staircase footing ,B,B. Masonry chambers for valves. ventilating shaft and ventilators as well as door in shaft .(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: Note : The structure design of ESR shall be in accordance with provision of relevant Indian standards (1) I.S. 3370 part I & II 2009 or latest revised (1.1) I.S. 3370 part III & IV 1965 or latest revised (2) IS 456.2000 or latest revised (3) IS 11682- 1985 or Latest revised (4) 1893.2002 part I to V or latest revised (5) IS 13920-1993, or latest revised (6) IS 875 part I to 111,1987 or latest revised (7) IS 11089-1987 or latest revised General Specification: (1) The Min. concrete grade for RCC snail 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 ITMT 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 ( or as per std.practice) (5) Minimum dimensions specified for various components in tender data /specifications shall be provided without fail. (6)The Safe bearing capacity (SBC) /allowable pressure on soil shall be referred from SBC test report or tender data sheet. If poor soil strata is met with or ground water table is met with the SBC shall have to be re ascertained scientifically and the design shall be revised. (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) M.S. ladder 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 RCC .spiral staircase or suitable RC staircase shall be constructed. (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) CI pipes & specials shall only be used. (14) The rate shall Include cost of dewatering during execution making all arrangement and any dewatering technic. (15) The structure shall be designed property for uplift due to Ground water table specified in data or GWT met with during execution. No extra shall be paid. (16) Effective curing shall be carried out 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 least 3 times. 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 as per tender condition . Till then the work shall be treated as incomplete. Above conditions f general specifications Sr. No. 1 to 17 are part & parcel of tender(contract) A) Upto stagging height(L.S.L) 12mt train G.L. end S.B.C 10 ,& Seismic ZONE 4 & Capacity of ESRs (shell type container like cyllindrical, conical, intze,folded plate & its combination 12 lac ltr. Capacity & 20 m height RCC ESR At Sami WTP

6 lac ltr. Capacity & 18 mt height RCC ESR At Aritha HW

5 lac ltr. Capacity & 20 m height ESR At Lolada HW & Dudkha HW

4 lac ltr. Capacity & 20 m height ESR At Kunvarad HW, Dhadhana HW & Dadaka HW

2.50 lac ltr. Capacity & 20 m height ESR At Masa HW

PUMP HOUSE Designing(aesthetically) and constructing R.C.C. frame structure of pump room with positive sunction and negative suction, With Gantry structure (Min. Height 4.5 M) Note:- 1. Minimum 15 percent opening for ventilation should be provided. 2. Pump room rolling shutter, 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. Upto 6.00 M (Plinth Level to Top slab Beam Bottom), At Boratwada MHW (PROP) ,At Dadhana HW,At Aritha HW,At Sami WTP MHW (PROP), At Sami WTP MHW (PROP) for Dadaka Section,At Dadka HW,At Runi HW,At Lolada HW,At ved HW,At Kuwarad HW &At Dudka HW

STORE ROOM /STAFF QUARTER Designing(aesthetically) and constructing R.C.C. frame structure of pump room with positive sunction and negative suction, Without Gantry structure (Upto 3.60 M) Note:- 1. Minimum 15 percent opening for ventilation should be provided. 2. Pump room rolling shutter, 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. Upto 6.00 M (Plinth Level to Top slab Beam Bottom) Store Room At Harij HW,Vejavada HW,Dhadhana HW,Aritha HW, Kuwarad HW,Dudka HW & Lolada HW

Providing, Supplying & installing Vacuum Control Direct wall mounted gas chlorinator including necessary fittings, installation and commissioning of plant incl. Clamp, copper pipe, ferule filter & control valve with injector. 5 Kg Capacity cabinet type (At BORATWADA wtp & At SAMI WTP)

Chlorination Plant: Providing, installing & commissioning Chlorination p lant as per design capacity with Gravity feed type chlorinator 5 Kg / hr capacity At DHADHANA HW,At ARITHA HW,At VEJAVADA HW,At KUVARAD HW,At LOLADA HW,At DUDKA HW,At DADAKA HW,At RUNI HW & At VED HW

Designing (aesthetically) and constructing R.C.C frame structure of room Without Gantry structure (Upto 3.60 M) 3.0 mtr X 3.0 mtr

Providing and supplying Chlorine gas cylinder empty of required capacity with necessary explosive certificates including all taxes Supply of Chlorine Cylinders (Empty), Chlorine cylinders 100 kg

Refilling of Chlorine gas in cylinder including transportation to and from factory and back Chlorine cylinders 100 kg

Item Description

Excavation for foundation upto 1.5 m depth including sorting out and stacking of useful materials and disposing off the excavated stuff upto 50 Meter lead.(A) Loose or soft soil

Providing and laying cement concrete 1:3:6 (1- Cement : 3- coarse sand : 6- hand broken stone aggregates 40 mm nominal size) and curing complete excluding cost of formwork in (A) Foundation and Plinth (upto 10 ton)

Brick work using common burnt clay building conventional bricks having crusing strength not less than 35kg/sq. cm. In foundation and plinth in cement mortar 1:5 (1cement : 5fine sand) (B) conventional

Brick work using common burnt clay building conventional bricks having crusing strength not less than 35kg/sq. cm. In super structure above plinth level upto floor two level in cement mortar 1:5 (1cement : 5fine sand) (B) conventional

Half brick masonary in common burnt clay building bricks having crushing strength not less than 35 kg/sqm in cement mortar 1:4 (1-cement : 4-coarse sand) in super structure above plinth level upto floor two level (B) conventional

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

Filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete (upto 10 ton)

Providing and cast in situ C.C. in grade M-30 proportions of ingredients as per mix design by weigh batching using granite, quartzite trap metal of size 12 mm to 20 mm and or 6 mm to 12 mm including scaffolding centering formwork, needle vibrated consolidation, curing and hydraulic testing etc. complete (excluding cost of reinforcement) up to 6 meter height /depth Av. G.L.for all structures Flat bottom slab/floor slab/slab with shuttering

2. Beams/ ring beams/girders

3. Columns

4. Vertical walls (above 15 cm upto 20 cm)

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-Thermo mechanically treated (TMT)bars Fe-415 grade for all diameters.

Providing 15mm thick cement plaster in single coat on rough (similar) side of single or half brick walls for interior plastering upto floor two level and finished even and smooth in (i) cement mortar 1:3 (1 cement : 3 sand ) and extra for finishing with a floating coat of neat cement slurry.

Providing 20mm thick sand faced cement plaster on walls upto height 10 mtr above ground level consisting of 12mm thick backing coat of C.M 1:3 (1 cement : 3 sand) and 8 mm thick finishing coat of C.M. 1:1 (1 cement : 1 sand) etc. Complete

Providing and laying polished Kota stone slab flooring over 20mm (average) thick base of cement mortar 1:6 (1-cement : 6-course sand or L.M. 1.1.5 laid over and jointed with grey cement slurry including rubbing and polishing etc. Complete (B) 30 mm thick (upto 10 ton)

Prociding corrugated G.I. Sheet of class-3 roofing fixed with galvanized iron "J" or "L" hook bolts and nuts 8 mm dia. With bitumen and G.I. Limpet washers filled with white lead complete excluding the cost of purlins rafters and trusses. (1) 0.80 mm thick sheet

Providing and Fixing Rolling shutter of approved make made of 80 mm wide M.S. laths inter-locked together through their entire length and jointed together at the end locks mounted on specially designed pipe shaft with bracket plates,guide channels and out side locking with push-pull operation including the cost of Hood cover and spring etc. complete. (A) Shutters having width below 3.5 M

Steel work welded in built up sections framed work including cuttig, hoisting fixing in position and appying a priming coat of red lead paint. (A) in beams and joists, channels, angles, tees, flats with connecting plates or angle cleats as in main and cross beams. Hip and jack rafters, purlins connected to common rafter and like (For Windows)

Steel work welded in built up sections framed work including cuttig, hoisting fixing in position and appying a priming coat of red lead paint. (D) in trusses and trussed purlins upto 25 m. Span and 15m overall height (For Roof Struss)

Painting two coates (Excluding Priming coat) on new steel and other metal,surfaces with enamel paint, brushing , interior to give an even shade including cleaning the surface of all dirt, dust and other foreign matter etc.complete

Distempering (two coats) with oil bound distemper of approved brand and manufacture and of required shades on wall surfaces to give an even shade, over and including a priming coat with distemper primer of approved brand and manufacture aftre thoroughly brushing the surface free from mortar dropping and other foreign matter and also including preparing the surface even and sand papered smoth.

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

Item Description

Excavation for foundation upto 1.5 M. depth including sorting out and stacking of useful materials & disposing of the excavated stuff upto 50M. lead. (a) Loose or soft soil A) 0.0 to1.5 mt. Depth.

Providing and laying cement concrete 1:5:10 (1cement :5 fine sand : 10 graded brick aggregates 40 mm nominal size) and curing complete excluding cost of form work in Foundation and pith

Brick work using common Brunt clay building bricks having crushing strengath not less that 35 kg./sq.c.m in foundation and plinth in cement mortar 1:6 (1 cement : 6 fine sand) (B) Conventional up to PL

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm. in depth conceeliding each deposited layer by ramming & watering. Exc. Qty - BBCC - Brick work up to GL

Brick work using common Brunt clay building bricks having crushing strengath not less that 35 kg./sq.c.m for super structure in cement mortar 1:6 (1 cement : 6 fine sand)

Providing TMT Bar FE 415 Reinforcement for RCC work including bending, binding and placing in position complete up to floor two level.

Providing and laying ordinary cement concrete 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregates 20 mm nominal size ) and Curing Complete excluding cost of formwork in (A) Foundation and Plinth (upto 10 ton)

20 mm thick sand faced cement plastering on walls upto height 10 metres above ground level consisting of 12 mm thick backing coat of c.m.1:3 (1 cement : 3 sand) and 8mm thick finishing coat of c.m. 1:1 (1 cement : 1 sand) etc. complete.

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.

Steel work welded in butt up section, framed work including cutting, hoisting, fixing in position and applying a priminga coat of red lead paint. (A) In beams and joists channels angles, tees, flats, with connecting cleats as in main and cross beems, hip and jack ragfters, purlins connected to common rafters and the like.

Painting two coats (excluding priming coat) over new steel & other metal surface with enamel paint, brushing, interior to give an even shade including cleaning the surface of all dirt, dust and other foreign matter.

Steel work reveted in butt up sectiona, framed work including cutting, hoisting, fixing in position and applying a priminga coat of red lead paint: (A) In breams and joists channels angles, tees, flats, with connecting plates or angle cleats as in main and cross beems, hip and jack ragfters, purlins connected to common rafters and the like.(upto 10 ton) 40X40X6 Angle

Providing and Fixing 1.20 mtr. High fencing with 2 mtr.long M.S.angle posts 40 mm * 40 mm*6 mm and oil painting 3 coats fixed at 2.5 mtr. c/c with five horizontal lines and two diagonals of galvanished steel barbed wire weighing 9.38 Kg. per 100 mtr. strained and fixed to posts with G.I. staples including fixing the posts in ground with 0.5 m*0.5 m* 0.5 m block in C.C.1:5:10 etc. complete.

RCC Approach Road : Providing and casting in situ mass cement concrete in M10(approx cores. To prop 1:3:6) proportion using granite quartzite trap metal of size 12mm to 25mm incl. consilidation curing etc. complete. Without Form Work

RCC Approach Road : Providing and casting in situ C.C. in grade M-20 (porportion as per mix design or as per Table 9 of IS456 2000 in masses by weigh batching) using granite, quartzite trap metal of size 6 mm to 20mm for RCC work, including scaffolding , centering ,formwork, needle vibrated cosolidation, curing comp. upto 6 metre depth or height (excl. cost of reinforcement and neat finishing) with centering & shuttering etc. complete. for structure for other than water retaining. Without Form Work

RCC Approach Road : Supplying cutting bending binding and placing in position steel as per plan and design and as per ISS 2502 incl. cost of steel and binding wire for reservoirs/ structures only including lift up to 6 meter height or depth below GL for all diameters. -do- Thermo mechanically treated (TMT) bars Fe 415 grade for all diameters.

Item Description

Design, Engineering, Supply, installation, testing & commissioning of electrical & mechanical equipments of water supply pumping system viz. pumping machinery (of following type & rating), valves (SV/BFV/DPCV/AV), Suction-delivery-discharge header pipes & specials, expansion bellows, flow meter (full bore electromagnetic - For size ≤ 1400 mm) / ultrasonic - For size ≥ 1500 mm), material handling system (EOT) for both Intakewell, vaccum pumps with accessories or horizontal mono submersible (drain) pump with accessories, fire extinguisher, exhaust fan including 11 kV switchyard with distribution transformer (including one standby of full capacity), HT outdoor/indoor switchgear panel (Both if required as per site condition), LV MCC - APFC panels, HT / LT XLPE insulated Cu / Al armoured / PVC insulated round Copper submersible cables with tray & kits, earthing system, safety accessories, lighting system (Indoor & Outdoor for pump house) etc. as per specifications including demolistion of old equipments at Pumphouse with Instalation of required pumps for bypass arrangement work for temporary water supply while Installation work inprogress. Electro mechanical components of Water Supply Pumping Station having installed capacity > 200 KW with working load exceding 320 KW.1.1 Kureja Intakewell Headworks: 1.1.1 Kureja to Boratwada WTP: (500 m3/Hr x 25 m x 55 KW) (2 W + 2 S) 1.1.2 Kureja to Sami WTP: (650 m3/Hr x 85 m x 225 KW) (2 W + 2 S)

Design, Engineering, Supply, installation, testing & commissioning of electrical & mechanical equipments of water supply pumping system viz. pumping machinery (of following type & rating), valves (SV/BFV/DPCV/AV), Suction-delivery-discharge header pipes & specials, expansion bellows, flow meter (full bore electromagnetic - For size ≤ 1400 mm) / ultrasonic - For size ≥ 1500 mm), material handling system (EOT) for both Pump House, vaccum pumps with accessories or horizontal mono submersible (drain) pump with accessories, fire extinguisher, exhaust fan including 11 kV switchyard with distribution transformer (including one standby of full capacity), HT outdoor/indoor switchgear panel (Both if required as per site condition), LV MCC - APFC panels, HT / LT XLPE insulated Cu / Al armoured / PVC insulated round Copper submersible cables with tray & kits, earthing system, safety accessories, lighting system (Indoor & Outdoor for pump house) etc. as per specifications including demolistion of old equipments at Pumphouse with Instalation of required pumps for bypass arrangement work for temporary water supply while Installation work inprogress. Electro mechanical components of Water Supply Pumping Station having installed capacity > 200 KW with working load exceding 320 KW. 2.1 Sami WTP Headworks: 2.1.1 Sami WTP to Sami HW ESR:(300m3/Hr x 35m x 45KW) (1W +1S) 2.1.2 Sami WTP to Runi CWS:(200m3/Hr x 65m x 55KW) (2W +2S) 2.1.3 Sami WTP to Lolada CWS:(200m3/Hr x 50m x 45KW) (1W +1S) 2.1.4 Sami WTP to Dadka CWS:(300m3/Hr x 55m x 75KW) (1W +1S) 2.1.5 Sami WTP to Dudakha CWS:(200m3/Hr x 50m x 45KW) (1W +1S) 2.1.6 Sami WTP to Sami WTP ESR:(300m3/Hr x 30m x 37KW) (1W +1S) 2.1.7 Sami WTP to Sami Village Section:(150m3/Hr x 35m x 30KW) (1W +1S)

Design, Engineering, Supply, installation, testing & commissioning of electrical & mechanical equipments of water supply pumping system viz. pumping machinery (of following type & rating), valves (SV/BFV/DPCV/AV), Suction-delivery-discharge header pipes & specials, expansion bellows, flow meter (full bore electromagnetic - For size ≤ 1400 mm) / ultrasonic - For size ≥ 1500 mm), material handling system (EOT) & motorised chain pulley block with geared travelling trolley for all Pump House as per site requirement, vaccum pumps with accessories or horizontal mono submersible (drain) pump with accessories, fire extinguisher, exhaust fan including 11 kV switchyard with distribution transformer (including one standby of full capacity), HT outdoor/indoor switchgear panel (Both if required as per site condition), LV MCC - APFC panels, HT / LT XLPE insulated Cu / Al armoured / PVC insulated round Copper submersible cables with tray & kits, earthing system, safety accessories, lighting system (Indoor & Outdoor for pump house) etc. as per specifications including demolistion of old equipments at Pumphouse with Instalation of required pumps for bypass arrangement work for temporary water supply while Installation work inprogress. Electro mechanical components of Water Supply Pumping Station having installed capacity ranging from>75 kW to ≤ 200 KW with working load exceding 75 KW but below 320 KW. 3.1 Boratwada WTP HW: 3.1.1 Boratwada WTP to Boratwada ESR : (300m3/Hr x 35m x45KW) (2W+2S) 3.1.2 Boratwada WTP to Vejawada CWS:(150m3/Hrx25mx18.5KW) (1W+1S) 3.1.3 Boratwada WTP to Dhadhana CWS: (150m3/Hr x 70m x55KW) (1W+1S) 3.1.4 Boratwada WTP to Aritha CWS: (300m3/Hr x 25m x37KW) (1W+1S)

Design, Engineering, Supply, installation, testing & commissioning of electrical & mechanical equipments of water supply pumping system viz. pumping machinery (of following type & rating), valves (SV/BFV/DPCV), Suction-delivery-discharge header pipes & 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) for all Pump House as per site requirement, vaccum pumps with accessories or horizontal mono submersible (drain) pump with accessories, fire extinguisher, exhaust fan including LV MCC - APFC panels, LV XLPE insulated Cu / Al armoured / PVC insulated round Copper submersible cables with tray & kits, earthing system, safety accessories, lighting system (Indoor & Outdoor for pump house) etc. as per specifications including demolistion of old equipments at Pumphouse with Instalation of required pumps for bypass arrangement work for temporary water supply while Installation work inprogress. Electro mechanical components of Pumping Station having installed capacity up to ≤ 75 kW with working load not exceding 75 KW 4.1 Runi HW:4.1.1 Runi CWS to Runi ESR : (300m3/Hr x 35m x 45KW) (1W+1S) 4.1.2 Runi CWS to Kuvarad CWS: (100 m3/Hr x 60m x 30KW) (1W+1S) 4.1.3 Runi CWS to Shankheshwar CWS: (200m3/Hr x 25m x 22KW) (1W+1S) 4.2 Dadka HW:4.2.1 Dadka CWS to Dadka ESR :(300m3/Hr x 35m x 45KW) (1W+1S) 4.2.2 Dadka CWS to Ved CWS:(200 m3/Hr x 45m x 45KW) (1W+1S) 4.3 Dudakha HW: 4.3.1 Dudkha CWS to Dudakha ESR :(300m3/Hr x 35m x 45KW)(1W+1S) 4.4 Kuvarad HW:4.4.1 Kuvarad CWS to Kuvarad ESR :(150m3/Hr x 35m x 30KW)(1W+1S) 4.5 Lolada HW:4.5.1 Lolada CWS to Lolada ESR :(250m3/Hr x 35m x 37KW)(1W+1S) 4.6 Ved HW:4.6.1 Ved CWS to Ved ESR :(300m3/Hr x 40m x 55KW)(1W+1S) 4.7 Vejavada HW:4.7.1 Vejavada CWS to Vejavada ESR :(200m3/Hr x 35m x 37KW)(1W+1S) 4.8 Dhadhana HW:4.8.1 Dhadhana CWS to Dhadhana ESR :(250m3/Hr x 35m x 37KW)(1W+1S) 4.9 Aritha HW:4.9.1 Aritha CWS to Aritha ESR :(250m3/Hr x 35m x 37KW)(1W+1S) 4.10 Masa HW:4.10.1 Masa CWS to Masa ESR :(100m3/Hr x 25m x 15KW)(1W+1S)

Horizontal Mono Submersible Pump Set: Supply of horizontal mono submesible pump 3 Phase 400 / 440 V, 50 C/s AC supply and 2900 RPM IS: 14220 MOC: Casing- CI FG 260, Impeller: Bronze LTB II, Shaft: S.S 410 of following capacity as per GWSSB's specifications. CATEGORY- SM-2.1, HP- 4, DICHARGE LPM - 220, HEAD -22.5

CATEGORY- SM-2.2, HP- 5.5, DICHARGE LPM - 360, HEAD -24

CATEGORY- SM-2.5, HP- 10, DICHARGE LPM - 498, HEAD -32.5

CATEGORY- SM-3.4, HP- 15, DICHARGE LPM - 870, HEAD -32.5

CATEGORY- SM-3.2, HP- 12.5, DICHARGE LPM - 1000, HEAD -24

D. O. L. upto 7.5 HP

S.D from 8 to 10 HP

S.D from 11 to 15 HP

Flat PVC Copper Submersible Cable Supply of PVC insulated flat submersible cable as per detailed technical specifications of GWSSB conforming to IS 694, IEC 60227 /.60228. 1 R x 3 C x 2.5 mm2

1 R x 3 C x 4.0 mm2

G.I. Pipes Medium duty Supply of ISI mark GI pipes with coupling of following class & diameter including all taxes, insurance, transportation, freight charges, octroi, loading, unloading, conveyance to departmental store, stacking etc. complete. (IS 1239) 80 mm Dia Heavy G.I. Column Pipes

100 mm Dia Heavy G.I. Column Pipes

G I Fittings & Specials: Supply of GI fittings & specials viz bends, flanges, threaded tappers, nipples, coupling, reducers etc of required size.

Sluice Valve: Providing and supplying ISI mark CI D/F Sluice Valves as per IS:14846 (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. 80 mm Dia

100 mm Dia

Reflux Valve: Providing and supplying ISI mark CI D/F Reflux Valves as per IS:5312 (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. 80 mm Dia

100 mm Dia

Fuse Unit: Providing & fitting KITKAT pattern porcelain cut-out fuse with base of following current capacity (ecah set of 03) of following ampers current capacity suitable to 500 V to be erected on 01 wooden board of required size with hardware etc. 63 A 500 V Capacity

100 A 500 V Capacity

ITC of Horizontal mono submersible pump with Accessories: Installation, testing & commissioning of openwell horizontal mono submersible pump set in sump with including lowering, laying of GI pipe line, fitting of vlaves, control panel board including testing etc. complete with all required hardware, jointing & other materials. Upto 7.5 HP

Above 7.5 to 20 HP

Earthing: Providing & fitting pipe type earthing having 150 cm long and 25 mm dia G I pipe with coupling & buch burried in specially prepared earth pit complete with necessary 8 SWG G I earth wire inclduing using charcoal / coke and salt in required quantity.

MS Cabin: Supply and installation of MS fabricated structure cabin @ site of work using 65 mm , 50 mm & 25 mm square pipe with Cabin size 1.5 mtr X 1.5 Mtr X 2.13 Mtr including providing & fitting of (1) backalite sheet 3.5 mm thick inside, (2) 20 guage MS sheet outer side walls, (3) backalite sheet 3.5 mm thick sheet for roof sides, (4) 24 guage GI sheet out side with 15 mm playwood sandwitch fitting & flooring with 19 mm water proof playwood sheet and (5) shock proof rubber mating. Job includes oil painting two coat, door locking handle arrangement providing proper air ventilation and fuse box. The meter & fuse box should be fitted on timber hold fast for holding screw or nut bolts by semi skilled labours as per detailed technical specification, drawings and instructions of the Engineer-in-charge.

Providing and erecting XLPE(IS:7098)(I)-88 ISI armoured cable multistrand Copper conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe at road crossing or floor of following size of cable. 3 core 4 sq.mm

Supplying and erecting Flexible PVC insulated multi strand multi core 1.1 kv grade ISI marked copper wires of following size to be erected as directed. 3 core 1.5 sq.mm

Supplying & erecting Galvanized M.S pipe post “B” class 88.9 mm O.D 6 mtr. Long duly painted with two coats of aluminium paint complete with metallic base- plate of 300 mm x 300 mm x 4mm thick for using as a compound light pole with approx. weight 47 Kg.

15A, 10 way bakelite connector duly erected on existing board.

Supply and fitting of KITKAT type Porcelein Cut out Fuse 16A,250 Volt.

Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C Curve) having 10KA breaking capacity & confirms to IS :8828 in existing box having following capacity 40 Amp Cat-II

Providing & erecting approved make street light / wall mounting junction box compression moulded from SMC (thermoset plastic) vertical sliding cover having locking with square head stud loop in / loop out in built terminal suitable for four core cable, waterproof of I.P. 54 protected with clamp or bolt nut & earth bolt of following size. [B] 250mm x 194mm x 99 mm

Providing and supplying 20mm dia UPVC Pipe

Electromagnetic flow meter:- Design, Supply, Installation, Testing, Commissioning of Full Bore Electromagnetic flow meter with factory calibrated, Regular Power Operated, flanged connection, Flow sensor, Indicator, transmitter and totaliser with all accessories viz. surge arrestor, associated cables, cabinets, hardwares, etc complete as per following specifications. Flow Meter/ Sensor: DC pulsed type, IP 68 Protection, Flanged process connection as per IS 1538 or equivalent standard, SS304/ Metallic Alloy Flow Tube, SS316/ SS 316 L/ Hastelloy Sensor, SS316/ Hastelloy Grounding Ring/ Inbuilt Grounding Electrode, Neoprene/ Polyurethane/ Hard Rubber/ Rilsan lining, SS304/ Die Cast Aluminium/ Carbon steel with Anticorrosive Paint Coil Housing with Junction Box, CS flanges. 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. Full Bore Electromagnetic Flow Meter (Regular Power Operated)- PN 16 350 mm Nominal Bore Size

400 mm Nominal Bore Size

600 mm Nominal Bore Size

700 mm Nominal Bore Size

Item Description

Providing and fixing of fully glazed solid PVC panel PVC door along with solid PVC door frame. 30mm thick FACTORY MADE FULLY GLAZED SOLID PVC DOOR SHUTTER consisting of frame made out of M.S. tube of 19 gauge thickness and size of 19mm x 19mm for style and 15mm x 15mm for top, lock and bottom rail. M.S. frame shall have a coat of steel primer of approved make and manufacture. M.S. frame shall be covered with 5 mm thick heat mouled PVC ‘C” channel of size 75mm x 30mm x 50mm out of whch 10mm shall be bent at 90 degree towards inner side on front face of the door. M.S. frame at lock rail shall be covered with 125 mm wide PVC sheet out of which 0mm on both the edges shall be bent at 90 degree on front face of the door and 7mm wide PVC sheet shall cover the M.S. frame at top, lock and bottom rail on back side of door, 5 mm thick 20mm wide cross PVC sheet as gap insert for top and bottom rail. PVC sheet beading of 15mm thick (5mm x3) 15mm wide to be stuck internally with solvent cement adhesive in stiles and rails. Glass panel will be fittd externally in the clear space available between the stiles and rails and fixed between PVC sheet of stiles and rails bent at 90 degree on front face and 15mm x 10mm ‘L shape outer beading nailed on stiles and rails at the back side. So tha the ‘L’ shape PVC beading can be removed when required for replacement of broken glass etc. complete as per direction of Engineer in charge and manufactuture’s specification

Providing and laying Ceramic tiles 6 mm thick in flooring treads of steps and landing laid on a bed of 12 mm thick cement mortar 1:3 (1-cement : 3-coarse sand ) finishing with flush pointing in white cement. (upto 10 ton)

Providing & supplying safety kit for 900 Kg cap. Toner.

Providing and supplying microprocessor based digital pocket PH tester.

Providing and supplying microprocessor based digital pocket TDS tester.

Providing and supplying fluoride spot test kit.

Steel work, welded in built up sections framed work including cutting, hoisting, fixing in position and applying a priming coat of read lead paint. (A)In beams and joists, channels angles Tees, flats, with connecting plates or angle cleats as in main and cross beams. Hip and jack rafters, purlins conneted to common rafters and the like (upto 10 ton)

Supply of MS Specials M. S. Specials flanged ends (Up to 300mm)

Extra Welding for fixing various appurtances. Welding in all positions with required number runs, for M.S.Pipes internally and/or externally including gauging wherever necessary, fixing appurtenances and other accessories in connection with pipe laying work as per specification. Welding for Pipe Thikness 4mm to 7mm

Gas Cutting of MS Pipe / Plates Gas cutting (Either square cut or V cut) pipes, plates etc. including all costs for the followng thickness. At Boratwada WTP, A) Above 5 mm up to 10 mm, At Sami WTP, a) Above 5 mm up to 10 mm

Up to 5 mm

Brick work using common Brunt clay building bricks having crushing strengath not less that 35 kg./sq.c.m in foundation and plinth in cement mortar 1:6 (1 cement : 6 fine sand) (B) Conventional up to PL

Brick work using common Brunt clay building bricks having crushing strengath not less that 35 kg./sq.c.m for super structure in cement mortar 1:6 (1 cement : 6 fine sand) Filter House Terrace Parapet Wall

Providing 15 mm thick cement plaster in single coat on Rough (Similar) side of single or half brick walls for interior plastering upto floor two level and finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand)

C.I. Gates Providing fabricating and fixing /installing C.I. gates of size as per design with operating handle etc.for by pass arrangement with ISI Mark

Flash Mixer: Apertures Providing, installing & commissioning Flash mixer impeller with motor, gear arrangement & electrical cable, connections, control panels etc. (size as per design) 5hp

Motors and Gearboxes: For clari Bridge 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.

Air Blower Providing, installing & commissioning Air agitation system including Blowers (40 HP), piping and valve arrangement etc, as per design FOR ALL BEDS

manometer, Providing and fixing manometer of approved make.

Loss of Head Indicator: Providing and fixing LOH Indicator of approved make.

Weighing Machine, Providing Supplying 500 Kg capacity weighing machine at destination.

Providing and laying broken china mosaic flooring for terrace using 12 mm to 20 mm broken pieces of glazed tiles to be laid over cemnt mortar 1:3 to plain or slope and to be tempered to bring mortar crème out upto surface using white cement including rounding off junctions and extending them upto 15cm along the wall clearing with water and oxalic acid etc. as directed

Repairing work of 20 LL Capacity UG Sump at Boratwada WTP HW Demolition including stacking of serviceable materilas and disposal of unserviceable materials with all lead and lift. (i) R.C.C. work, Demolition of Top Slab

CC M-30 Controlled Conctere for water retaining structures RCC Base Slab of M-30 , Flat Bottom Slab / Floor Slab / Slab without Shuttering

M-30, 1.5 Mtr RCC Wall above GL, Above 15cm and up to 20 cm

Reinforcement as Rebaring of Sump Wall Supplying, Cutting Bending , Biniding and placing in position steel as per plan and design as per iss 2502 including cost of steel and binding wires for reservoirs/structures only including lift up to 6 meter height or depth below G.L. for all diameters etc complete, Do- CRS steel all diameter FE-500 Grade conforming to relavant IS Code

Cement Plaster 20mm thick in CM 1:2 using water proofing compound of approved quality including finishing etc. complete, Inside Wall Plaster

CC M-30 Controlled Conctere for water retaining structures Top Slab Providing and cast in situ C.C. in grade M-30 proportions of ingredients as per mix design by weign batching using granite, quartzite trap metal of size 12 mm to 20mm and or 6 mm to 12 mm including scaffolding centering formwork, needle vibrated consolidation, curing and hydraulic testing etc. complete (excluding cost of reinforcement) with centering and shuttering/deshuttering etc. comp. up to 6 meter height /depth Av. G.L.for all water retaining structures

Supplying, Cutting Bending , Biniding and placing in position steel as per plan and design as per iss 2502 including cost of steel and binding wires for reservoirs/structures only including lift up to 6 meter height or depth below G.L. for all diameters etc complete. (Top Slab) Do- CRS steel all diameter FE-500 Grade conforming to relavant IS Code

Water Level Indicator Providing and fixing Water Level Indicator or depth gauge painted on TW plank 25 mm/MS plate 4 mm thick float, level indicator sliding wire on standard pulleys incl. necessary arrangement to prevent the swinging etc. complete with calibration up to 5 mt height etc complete

Repairing work of 10 LL ESR Capacity ESR at Boratwada WTP HW Cement Plaster 20mm thick in CM 1:2 using water proofing compound of approved quality including finishing etc. complete. Plaster work of Top Dom

Item Description

Designing and Constructing of Steel Bridge for Narmada Main Canal Crossing at Ch.341.402 Km ( Near Kureja NMC Bridge) for laying water supply pipeline incl. Piling, Fabrication of Bridge, diversion of road, repairing of damaged canal during work with all respect In. 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 (B) By manual in area of thorny jungle at Kureja NMC Canal

Make necessary Arrangement for crane on both side of Canal for piling work. 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 at Kureja NMC Canal

Providing and casting in situ mass cement concrete in grade M-10 proportion using granite quartzite trap metal of size 12 mm to 25 mm including consolidation curing etc. with formwork at Kureja NMC Canal

Hiring charges for crane for piling work

Purchasing and supplying at site of works, with railway freight, loading, unloading, carting etc. complete such as Joints,channels,angles, iron rails, etc. All the in material section includes transportation and storage charges at Kureja NMC Canal

Labour charges for lowering, laying, erecting, fixing, various size of M.S section such as joints channel, angles plates etc. complete with fabrication at Kureja NMC Canal

Empty boring through all sorts of strata for providing 1.20 Mt. diameter R.C.C. bored piles to required depth required depth including providing necessary casing pipe with all plants and equipments as required complete.at Kureja NMC Canal

Providing and cast in situ C.C. in grade M-30 proportions of ingredients as per mix-design by weigh baiching using granite, quartzite trap metal of size 12 mm to 20 mm and or 6mm to 12mm including scaffolding centering formwork, needle vibrated consolidation, curing and hydraulic testing etc. complete (excluding cost of reinforcement) with centering and shuttering/deshuttering etc. comp. up to 6 meter height /depth Av, G.L.for all water. Pilecap,Pedestal& Canal lining repairing at Kureja NMC Canal

Supplying cutting, bending, binding and placing in position steel as per plan and design as per for reservoirs / struciures only including lift up to 6 meter height or depth below G_L. for all diameters. -Do- deformed (TMT) bars confirming ta relevant IS Fe -500 grade for all diameters.at Kureja NMC Canal

Diversion of water course, providing cofferdam and bund or island as may be necessary for foundation and maintaining the same for the period as may be necessary. (F) Abutment Left including returns / wing walls) at Kureja NMC Canal

Providing diversion route on canal nearby for vehicle movement as directed by SSSNNL at Kureja NMC Canal

Canal/Minor Canal/ Drain crossing ,MS Support for 250 to 350 mm dia with RCC Supports at ends at location of Canal. Steel work, welded in built up sections framed work including cutting, hoisting, fixing in position and applying a priming coat of read lead paint.a) in beams & joists, channels angles Tees, flats, with connecting plates or angles cleats as in main & cross beams. Hip & jack rafters,purlins connected to common rafters & the like (upto 10 ton)

Applying priming coat over new steel and other metal surface after and including preparing he surface by thoroughly cleaning oil, grease, ditrt and other foreign matter and scoured with brushes fine steel wood, scrapper and sand paper with ready mixed priming paint brusing red lead

Painting two coats (excluding priming coat) on new steel and other metal surface with systnetiv enamel paint, brushing, interior to give an even shade including cleaning the surface of all dirt, dust and other foreign matter.

Excavation for foundation upto 1.5 m depth including sorting out and stacking of usefull materials and desposing off the excavated stuff upto 50 meter lead.(A) Loose or soft soil

Providing and laying cement concrete 1:3:6 (1-cement : 3- Coarse sand : 6-Crushed stone aggregates 20 mm nominal size) and curing complete including cost of formwork in (A) wall caps/coping (upto 10 ton). PCC (1:3:6)

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 Table 9 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, form work, needle vibrated consolidation, curing comp. up to 6 meter depth or height (excluding cost of reinforcement and neat finishing) with centering and shuttering/deshuttering etc. comp. for structure for other than water retaining. A) foundation , footings ,base of columns & mass concrete

Providing TMT Bar FE 415 reinforcement for RCC work including bending, binding and placing in position complete upto floor two level (upto 10 ton), REINFORCEMENT

Item Description

Part-A Comprehensive Operation & Maintenance of Civil & Electromechanical assets such as Sami WTP, Boratwada WTP & Kureja offtake structures, elevated service reservoirs (E.S.R), HGLR, sump, chemical house, staff quarters, pump house, all bulk transmission and distribution pipelines, valves, pumping machinery & electrical equipment etc. for the P-1 (Sami-Shankheshvar Zone/Boratvada Zone ) RWSS (New & Existing), including Supply of Potable water to all 137 villages, 16 hamlets, and 1 city for a period of 10 years under the P-1 Regional Water Supply Scheme, Taluka: Harij, Sami & Shankheshwar, District: Patan.(Excluding the Cost of Electricity Charges & Raw Water). 1st Year

2nd Year

3rd Year

4th Year

5th Year

6th Year

7th Year

8th Year

9th Year

10th Year

Part-B Providing, Supplying & Procurement and necessary dosing of PAC 10percent Liquid for removing of turbidity from raw water. including all taxes & Carting. Boratvada WTP (27 mld) & Sami WTP (45 mld) Contract Period 10 Year

Refilling of Chlorine gas in Cylinder including transportation to and from factory and back. 900kg Cylinder Boratvada WTP( 27 mld) & Sami WTP( 45 mld) Contract Period 10 Year

Refilling of Chlorine gas in Cylinder including transportation to and from factory and back. 100kg Cylinder At All Sub HeadWork 1st Year Contract Period 10 Year

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.) (a) 2nd Year

(b) 4rd Year

(c ) 6th Year

(c ) 8th Year

(e) 10th Year

Applying any approve quality of cement paint in three coats incl. cleaning,washing etc. complete for ESR Only. For Existing ESR Incl. Scaffolding.For ESR Only with Scaffolding (a) 2nd Year

(b) 4rd Year

(c ) 6th Year

(c ) 8th Year

(e ) 10th Year

Painting Two Coat (Excluding Priming Coat) on Previously Printed Steel and Other Metal Surface with Synthetic Enamel Paint, Brushing to Give an Even shade including cleaning the surface of all dirt, dust and Other foreign Matter. (a) 2nd Year Boratvada filterplant & H.W.

(b) 4rd Year Boratvada filterplant & H.W.

(c ) 6th Year Boratvada filterplant & H.W.

(c ) 8th Year Boratvada filterplant & H.W.

(e ) 10th Year Boratvada filterplant & H.W.

Labour charges for cleaning of sump / GL cistern with cleaning and removing algea calcinations, sludge, dirt deposition from bottom and as well as from wall of sump with necessary tools and plants required including labours etc. with dis-infection by clorine powder as required. etc. comp. (10 Times of Contract Period). 1st Year Under Ground Sump 80 Lac Lit. at BORATWADA SUB H/W AND SAMI WTP H/W

Under Ground Sump 20 Lac Lit. at BORATWADA SUB H/W, VEJAVADA SUB H/W, SAMI WTP H/W and RUNI SUB H/W

Under Ground Sump 15 Lac Lit. at BORATWADA SUB H/W AND RUNI SUB H/W

Under Ground Sump 08 Lac Lit. at DHADHANA SUB H/W

Under Ground Sump 11 Lac. Lit. at ARITHA SUB H/W, DUDKHA SUB H/W AND LOLADA SUB H/W

Under Ground Sump 3 Lac. Lit. at DUDKHA SUB H/W AND Recirculation Sump 3 Lac Lit.at Bortwada HW

Under Ground Sump 40 Lac. Lit. at DADAKA SUB H/W

Under Ground Sump 6 Lac. Lit. at VED SUB H/W

Under Ground Sump 4 Lac. Lit. at VED SUB H/W AND JASHOMAV SUB HW

Under Ground Sump 7 Lac. Lit. at KUVARAD SUB H/W

CLR (30 Lac Lit.) at Bortwada HW

CLR (55 Lac Lit.) at Sami HW

2nd Year Under Ground Sump 80 Lac Lit. at BORATWADA SUB H/W AND SAMI WTP H/W

Under Ground Sump 20 Lac Lit. at BORATWADA SUB H/W, VEJAVADA SUB H/W, SAMI WTP H/W and RUNI SUB H/W

Under Ground Sump 15 Lac Lit. at BORATWADA SUB H/W AND RUNI SUB H/W

Under Ground Sump 08 Lac Lit. at DHADHANA SUB H/W

Under Ground Sump 11 Lac. Lit. at ARITHA SUB H/W, DUDKHA SUB H/W AND LOLADA SUB H/W

Under Ground Sump 3 Lac. Lit. at DUDKHA SUB H/W AND Recirculation Sump 3 Lac Lit.at Bortwada HW

Under Ground Sump 40 Lac. Lit. at DADAKA SUB H/W

Under Ground Sump 6 Lac. Lit. at VED SUB H/W

Under Ground Sump 4 Lac. Lit. at VED SUB H/W AND JASHOMAV SUB HW

Under Ground Sump 7 Lac. Lit. at KUVARAD SUB H/W

Item Description

CLR (30 Lac Lit.) at Bortwada HW

CLR (55 Lac Lit.) at Sami HW

3rd Year Under Ground Sump 80 Lac Lit. at BORATWADA SUB H/W AND SAMI WTP H/W

Under Ground Sump 20 Lac Lit. at BORATWADA SUB H/W, VEJAVADA SUB H/W, SAMI WTP H/W and RUNI SUB H/W

Under Ground Sump 15 Lac Lit. at BORATWADA SUB H/W AND RUNI SUB H/W

Under Ground Sump 08 Lac Lit. at DHADHANA SUB H/W

Under Ground Sump 11 Lac. Lit. at ARITHA SUB H/W, DUDKHA SUB H/W AND LOLADA SUB H/W

Under Ground Sump 3 Lac. Lit. at DUDKHA SUB H/W AND Recirculation Sump 3 Lac Lit.at Bortwada HW

Under Ground Sump 40 Lac. Lit. at DADAKA SUB H/W

Under Ground Sump 6 Lac. Lit. at VED SUB H/W

Under Ground Sump 4 Lac. Lit. at VED SUB H/W AND JASHOMAV SUB HW

Under Ground Sump 7 Lac. Lit. at KUVARAD SUB H/W

CLR (30 Lac Lit.) at Bortwada HW

CLR (55 Lac Lit.) at Sami HW

4th Year Under Ground Sump 80 Lac Lit. at BORATWADA SUB H/W AND SAMI WTP H/W

Under Ground Sump 20 Lac Lit. at BORATWADA SUB H/W, VEJAVADA SUB H/W, SAMI WTP H/W and RUNI SUB H/W

Under Ground Sump 15 Lac Lit. at BORATWADA SUB H/W AND RUNI SUB H/W

Under Ground Sump 08 Lac Lit. at DHADHANA SUB H/W

Under Ground Sump 11 Lac. Lit. at ARITHA SUB H/W, DUDKHA SUB H/W AND LOLADA SUB H/W

Under Ground Sump 3 Lac. Lit. at DUDKHA SUB H/W AND Recirculation Sump 3 Lac Lit.at Bortwada HW

Under Ground Sump 40 Lac. Lit. at DADAKA SUB H/W

Under Ground Sump 6 Lac. Lit. at VED SUB H/W

Under Ground Sump 4 Lac. Lit. at VED SUB H/W AND JASHOMAV SUB HW

Under Ground Sump 7 Lac. Lit. at KUVARAD SUB H/W

CLR (30 Lac Lit.) at Bortwada HW

CLR (55 Lac Lit.) at Sami HW

5th Year Under Ground Sump 80 Lac Lit. at BORATWADA SUB H/W AND SAMI WTP H/W

Under Ground Sump 20 Lac Lit. at BORATWADA SUB H/W, VEJAVADA SUB H/W, SAMI WTP H/W and RUNI SUB H/W

Under Ground Sump 15 Lac Lit. at BORATWADA SUB H/W AND RUNI SUB H/W

Under Ground Sump 08 Lac Lit. at DHADHANA SUB H/W

Under Ground Sump 11 Lac. Lit. at ARITHA SUB H/W, DUDKHA SUB H/W AND LOLADA SUB H/W

Under Ground Sump 3 Lac. Lit. at DUDKHA SUB H/W AND Recirculation Sump 3 Lac Lit.at Bortwada HW

Under Ground Sump 40 Lac. Lit. at DADAKA SUB H/W

Under Ground Sump 6 Lac. Lit. at VED SUB H/W

Under Ground Sump 4 Lac. Lit. at VED SUB H/W AND JASHOMAV SUB HW

Under Ground Sump 7 Lac. Lit. at KUVARAD SUB H/W

CLR (30 Lac Lit.) at Bortwada HW

CLR (55 Lac Lit.) at Sami HW

6th Year Under Ground Sump 80 Lac Lit. at BORATWADA SUB H/W AND SAMI WTP H/W

Under Ground Sump 20 Lac Lit. at BORATWADA SUB H/W, VEJAVADA SUB H/W, SAMI WTP H/W and RUNI SUB H/W

Under Ground Sump 15 Lac Lit. at BORATWADA SUB H/W AND RUNI SUB H/W

Under Ground Sump 08 Lac Lit. at DHADHANA SUB H/W

Under Ground Sump 11 Lac. Lit. at ARITHA SUB H/W, DUDKHA SUB H/W AND LOLADA SUB H/W

Under Ground Sump 3 Lac. Lit. at DUDKHA SUB H/W AND Recirculation Sump 3 Lac Lit.at Bortwada HW

Under Ground Sump 40 Lac. Lit. at DADAKA SUB H/W

Under Ground Sump 6 Lac. Lit. at VED SUB H/W

Under Ground Sump 4 Lac. Lit. at VED SUB H/W AND JASHOMAV SUB HW

Under Ground Sump 7 Lac. Lit. at KUVARAD SUB H/W

CLR (30 Lac Lit.) at Bortwada HW

CLR (55 Lac Lit.) at Sami HW

Item Description

7th Year Under Ground Sump 80 Lac Lit. at BORATWADA SUB H/W AND SAMI WTP H/W

Under Ground Sump 20 Lac Lit. at BORATWADA SUB H/W, VEJAVADA SUB H/W, SAMI WTP H/W and RUNI SUB H/W

Under Ground Sump 15 Lac Lit. at BORATWADA SUB H/W AND RUNI SUB H/W

Under Ground Sump 08 Lac Lit. at DHADHANA SUB H/W

Under Ground Sump 11 Lac. Lit. at ARITHA SUB H/W, DUDKHA SUB H/W AND LOLADA SUB H/W

Under Ground Sump 3 Lac. Lit. at DUDKHA SUB H/W AND Recirculation Sump 3 Lac Lit.at Bortwada HW

Under Ground Sump 40 Lac. Lit. at DADAKA SUB H/W

Under Ground Sump 6 Lac. Lit. at VED SUB H/W

Under Ground Sump 4 Lac. Lit. at VED SUB H/W AND JASHOMAV SUB HW

Under Ground Sump 7 Lac. Lit. at KUVARAD SUB H/W

CLR (30 Lac Lit.) at Bortwada HW

CLR (55 Lac Lit.) at Sami HW

8th Year Under Ground Sump 80 Lac Lit. at BORATWADA SUB H/W AND SAMI WTP H/W

Under Ground Sump 20 Lac Lit. at BORATWADA SUB H/W, VEJAVADA SUB H/W, SAMI WTP H/W and RUNI SUB H/W

Under Ground Sump 15 Lac Lit. at BORATWADA SUB H/W AND RUNI SUB H/W

Under Ground Sump 08 Lac Lit. at DHADHANA SUB H/W

Under Ground Sump 11 Lac. Lit. at ARITHA SUB H/W, DUDKHA SUB H/W AND LOLADA SUB H/W

Under Ground Sump 3 Lac. Lit. at DUDKHA SUB H/W AND Recirculation Sump 3 Lac Lit.at Bortwada HW

Under Ground Sump 40 Lac. Lit. at DADAKA SUB H/W

Under Ground Sump 6 Lac. Lit. at VED SUB H/W

Under Ground Sump 4 Lac. Lit. at VED SUB H/W AND JASHOMAV SUB HW

Under Ground Sump 7 Lac. Lit. at KUVARAD SUB H/W

CLR (30 Lac Lit.) at Bortwada HW

CLR (55 Lac Lit.) at Sami HW

9th Year Under Ground Sump 80 Lac Lit. at BORATWADA SUB H/W AND SAMI WTP H/W

Under Ground Sump 20 Lac Lit. at BORATWADA SUB H/W, VEJAVADA SUB H/W, SAMI WTP H/W and RUNI SUB H/W

Under Ground Sump 15 Lac Lit. at BORATWADA SUB H/W AND RUNI SUB H/W

Under Ground Sump 08 Lac Lit. at DHADHANA SUB H/W

Under Ground Sump 11 Lac. Lit. at ARITHA SUB H/W, DUDKHA SUB H/W AND LOLADA SUB H/W

Under Ground Sump 3 Lac. Lit. at DUDKHA SUB H/W AND Recirculation Sump 3 Lac Lit.at Bortwada HW

Under Ground Sump 40 Lac. Lit. at DADAKA SUB H/W

Under Ground Sump 6 Lac. Lit. at VED SUB H/W

Under Ground Sump 4 Lac. Lit. at VED SUB H/W AND JASHOMAV SUB HW

Under Ground Sump 7 Lac. Lit. at KUVARAD SUB H/W

CLR (30 Lac Lit.) at Bortwada HW

CLR (55 Lac Lit.) at Sami HW

10th Year Under Ground Sump 80 Lac Lit. at BORATWADA SUB H/W AND SAMI WTP H/W

Under Ground Sump 20 Lac Lit. at BORATWADA SUB H/W, VEJAVADA SUB H/W, SAMI WTP H/W and RUNI SUB H/W

Under Ground Sump 15 Lac Lit. at BORATWADA SUB H/W AND RUNI SUB H/W

Under Ground Sump 08 Lac Lit. at DHADHANA SUB H/W

Under Ground Sump 11 Lac. Lit. at ARITHA SUB H/W, DUDKHA SUB H/W AND LOLADA SUB H/W

Under Ground Sump 3 Lac. Lit. at DUDKHA SUB H/W AND Recirculation Sump 3 Lac Lit.at Bortwada HW

Under Ground Sump 40 Lac. Lit. at DADAKA SUB H/W

Under Ground Sump 6 Lac. Lit. at VED SUB H/W

Under Ground Sump 4 Lac. Lit. at VED SUB H/W AND JASHOMAV SUB HW

Under Ground Sump 7 Lac. Lit. at KUVARAD SUB H/W

CLR (30 Lac Lit.) at Bortwada HW

CLR (55 Lac Lit.) at Sami HW

Labour charges for cleaning of RCC ESR with cleaning and removing algea calcinations, sludge, dirt deposition from bottom and as well as from wall of ESR with necessary scaffolding tools and plants required including labours etc. with dis-infection by clorine powder as required. etc. comp. (10 Times of Contract Period). 1st Year ESR 10 Lac Lit- 20 Mtr ht at BORATWADA WTP SUB H/W AND BORATWADA HW

ESR 6 Lac Lit- 20 Mtr ht at VEJAVADA SUB H/W

Item Description

ESR 4 Lac Lit- 20 Mtr ht at DHADHANA SUB H/W, VED SUB H/W AND KUVARAD SUB H/W

ESR 6 Lac Lit- 18 Mtr ht at ARITHA SUB H/W, DADAKA SUB H/W, DADAKA SUB H/W AND RUNI SUB H/W

ESR 2.5 Lac Lit- 20 Mtr ht at MASA SUB H/W

ESR 12 Lac Lit- 20 Mtr ht at SAMI WTP H/W

ESR 10 Lac Lit- 20 Mtr ht at at SAMI H/W

ESR 5 Lac Lit- 20 Mtr ht at DUDKHA SUB H/W AND LOLADA SUB H/W

2nd Year ESR 10 Lac Lit- 20 Mtr ht at BORATWADA WTP SUB H/W AND BORATWADA HW

ESR 6 Lac Lit- 20 Mtr ht at VEJAVADA SUB H/W

ESR 4 Lac Lit- 20 Mtr ht at DHADHANA SUB H/W, VED SUB H/W AND KUVARAD SUB H/W

ESR 6 Lac Lit- 18 Mtr ht at ARITHA SUB H/W, DADAKA SUB H/W, DADAKA SUB H/W AND RUNI SUB H/W

ESR 2.5 Lac Lit- 20 Mtr ht at MASA SUB H/W

ESR 12 Lac Lit- 20 Mtr ht at SAMI WTP H/W

ESR 10 Lac Lit- 20 Mtr ht at at SAMI H/W

ESR 5 Lac Lit- 20 Mtr ht at DUDKHA SUB H/W AND LOLADA SUB H/W

3rd Year ESR 10 Lac Lit- 20 Mtr ht at BORATWADA WTP SUB H/W AND BORATWADA HW

ESR 6 Lac Lit- 20 Mtr ht at VEJAVADA SUB H/W

ESR 4 Lac Lit- 20 Mtr ht at DHADHANA SUB H/W, VED SUB H/W AND KUVARAD SUB H/W

ESR 6 Lac Lit- 18 Mtr ht at ARITHA SUB H/W, DADAKA SUB H/W, DADAKA SUB H/W AND RUNI SUB H/W

ESR 2.5 Lac Lit- 20 Mtr ht at MASA SUB H/W

ESR 12 Lac Lit- 20 Mtr ht at SAMI WTP H/W

ESR 10 Lac Lit- 20 Mtr ht at at SAMI H/W

ESR 5 Lac Lit- 20 Mtr ht at DUDKHA SUB H/W AND LOLADA SUB H/W

4th Year ESR 10 Lac Lit- 20 Mtr ht at BORATWADA WTP SUB H/W AND BORATWADA HW

ESR 6 Lac Lit- 20 Mtr ht at VEJAVADA SUB H/W

ESR 4 Lac Lit- 20 Mtr ht at DHADHANA SUB H/W, VED SUB H/W AND KUVARAD SUB H/W

ESR 6 Lac Lit- 18 Mtr ht at ARITHA SUB H/W, DADAKA SUB H/W, DADAKA SUB H/W AND RUNI SUB H/W

ESR 2.5 Lac Lit- 20 Mtr ht at MASA SUB H/W

ESR 12 Lac Lit- 20 Mtr ht at SAMI WTP H/W

ESR 10 Lac Lit- 20 Mtr ht at at SAMI H/W

ESR 5 Lac Lit- 20 Mtr ht at DUDKHA SUB H/W AND LOLADA SUB H/W

5th Year ESR 10 Lac Lit- 20 Mtr ht at BORATWADA WTP SUB H/W AND BORATWADA HW

ESR 6 Lac Lit- 20 Mtr ht at VEJAVADA SUB H/W

ESR 4 Lac Lit- 20 Mtr ht at DHADHANA SUB H/W, VED SUB H/W AND KUVARAD SUB H/W

ESR 6 Lac Lit- 18 Mtr ht at ARITHA SUB H/W, DADAKA SUB H/W, DADAKA SUB H/W AND RUNI SUB H/W

ESR 2.5 Lac Lit- 20 Mtr ht at MASA SUB H/W

ESR 12 Lac Lit- 20 Mtr ht at SAMI WTP H/W

ESR 10 Lac Lit- 20 Mtr ht at at SAMI H/W

ESR 5 Lac Lit- 20 Mtr ht at DUDKHA SUB H/W AND LOLADA SUB H/W

6th Year ESR 10 Lac Lit- 20 Mtr ht at BORATWADA WTP SUB H/W AND BORATWADA HW

ESR 6 Lac Lit- 20 Mtr ht at VEJAVADA SUB H/W

ESR 4 Lac Lit- 20 Mtr ht at DHADHANA SUB H/W, VED SUB H/W AND KUVARAD SUB H/W

ESR 6 Lac Lit- 18 Mtr ht at ARITHA SUB H/W, DADAKA SUB H/W, DADAKA SUB H/W AND RUNI SUB H/W

ESR 2.5 Lac Lit- 20 Mtr ht at MASA SUB H/W

ESR 12 Lac Lit- 20 Mtr ht at SAMI WTP H/W

ESR 10 Lac Lit- 20 Mtr ht at at SAMI H/W

ESR 5 Lac Lit- 20 Mtr ht at DUDKHA SUB H/W AND LOLADA SUB H/W

7th Year ESR 10 Lac Lit- 20 Mtr ht at BORATWADA WTP SUB H/W AND BORATWADA HW

ESR 6 Lac Lit- 20 Mtr ht at VEJAVADA SUB H/W

ESR 4 Lac Lit- 20 Mtr ht at DHADHANA SUB H/W, VED SUB H/W AND KUVARAD SUB H/W

ESR 6 Lac Lit- 18 Mtr ht at ARITHA SUB H/W, DADAKA SUB H/W, DADAKA SUB H/W AND RUNI SUB H/W

Item Description

ESR 2.5 Lac Lit- 20 Mtr ht at MASA SUB H/W

ESR 12 Lac Lit- 20 Mtr ht at SAMI WTP H/W

ESR 10 Lac Lit- 20 Mtr ht at at SAMI H/W

ESR 5 Lac Lit- 20 Mtr ht at DUDKHA SUB H/W AND LOLADA SUB H/W

8th Year ESR 10 Lac Lit- 20 Mtr ht at BORATWADA WTP SUB H/W AND BORATWADA HW

ESR 6 Lac Lit- 20 Mtr ht at VEJAVADA SUB H/W

ESR 4 Lac Lit- 20 Mtr ht at DHADHANA SUB H/W, VED SUB H/W AND KUVARAD SUB H/W

ESR 6 Lac Lit- 18 Mtr ht at ARITHA SUB H/W, DADAKA SUB H/W, DADAKA SUB H/W AND RUNI SUB H/W

ESR 2.5 Lac Lit- 20 Mtr ht at MASA SUB H/W

ESR 12 Lac Lit- 20 Mtr ht at SAMI WTP H/W

ESR 10 Lac Lit- 20 Mtr ht at at SAMI H/W

ESR 5 Lac Lit- 20 Mtr ht at DUDKHA SUB H/W AND LOLADA SUB H/W

9th Year ESR 10 Lac Lit- 20 Mtr ht at BORATWADA WTP SUB H/W AND BORATWADA HW

ESR 6 Lac Lit- 20 Mtr ht at VEJAVADA SUB H/W

ESR 4 Lac Lit- 20 Mtr ht at DHADHANA SUB H/W, VED SUB H/W AND KUVARAD SUB H/W

ESR 6 Lac Lit- 18 Mtr ht at ARITHA SUB H/W, DADAKA SUB H/W, DADAKA SUB H/W AND RUNI SUB H/W

ESR 2.5 Lac Lit- 20 Mtr ht at MASA SUB H/W

ESR 12 Lac Lit- 20 Mtr ht at SAMI WTP H/W

ESR 10 Lac Lit- 20 Mtr ht at at SAMI H/W

ESR 5 Lac Lit- 20 Mtr ht at DUDKHA SUB H/W AND LOLADA SUB H/W

10th Year ESR 10 Lac Lit- 20 Mtr ht at BORATWADA WTP SUB H/W AND BORATWADA HW

ESR 6 Lac Lit- 20 Mtr ht at VEJAVADA SUB H/W

ESR 4 Lac Lit- 20 Mtr ht at DHADHANA SUB H/W, VED SUB H/W AND KUVARAD SUB H/W

ESR 6 Lac Lit- 18 Mtr ht at ARITHA SUB H/W, DADAKA SUB H/W, DADAKA SUB H/W AND RUNI SUB H/W

ESR 2.5 Lac Lit- 20 Mtr ht at MASA SUB H/W

ESR 12 Lac Lit- 20 Mtr ht at SAMI WTP H/W

ESR 10 Lac Lit- 20 Mtr ht at at SAMI H/W

ESR 5 Lac Lit- 20 Mtr ht at DUDKHA SUB H/W AND LOLADA SUB H/W

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. in Filter bed of required depth as per design and drawing inclusive of all lead Sand Item quantities are detailed in Measerment Sheet of Volume V. (Five Times in contract period). 2nd Year Boratvada WTP( 27 mld) & Sami WTP( 45 mld)

4th Year Boratvada WTP( 27 mld) & Sami WTP( 45 mld)

6th Year Boratvada WTP( 27 mld) & Sami WTP( 45 mld)

8th Year Boratvada WTP( 27 mld) & Sami WTP( 45 mld)

10th Year Boratvada WTP( 27 mld) & Sami WTP( 45 mld)

Providing & supplying gravels of different size as per design and drawing and laying in layers in filter beds Inclusive of all lead. Item quantities are detailed in Measerment Sheet of Volume V. (Five Times in contract period). 2nd year Boratvada WTP( 27 mld) & Sami WTP( 45 mld)

4th Year Boratvada WTP( 27 mld) & Sami WTP( 45 mld)

6th Year Boratvada WTP( 27 mld) & Sami WTP( 45 mld)

8th Year Boratvada WTP( 27 mld) & Sami WTP( 45 mld)

10th Year Boratvada WTP( 27 mld) & Sami WTP( 45 mld)

Removind & Lifting Existing Filter Sand & gravel upto 500 mt Lead & 3 mt. Height with all necessary Tools, Plants & Labour etc. Complete. Item quantities are detailed in Measerment Sheet of Volume V. (Five Times in contract period). 2nd year Boratvada WTP( 27 mld) & Sami WTP( 45 mld)

4th Year Boratvada WTP( 27 mld) & Sami WTP( 45 mld)

6th Year Boratvada WTP( 27 mld) & Sami WTP( 45 mld)

8th Year Boratvada WTP( 27 mld) & Sami WTP( 45 mld)

10th Year Boratvada WTP( 27 mld) & Sami WTP( 45 mld)