BK-4 PH 2A (Part 1) Regional Water Supply Scheme Dist.Vav-Tharad

Providing and supplying in standard length ISI mark unplasticised PVC pipes suitable for potable water with ringfit joint including cost of rings as per IS specificaiton 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 material etc. complete. Rate of PVC resin as Rs 134700/MT (Price withour GST) 90mm dia 6 Kg/ Cm2

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). Rate for DI pipe based on Wholesale Price index of Pig Iron as 124.60 for the month of Febuaury-2021 (i) 200mm dia

250mm dia

300mm dia

350mm dia

400mm dia

450mm dia

Providing and supplying D.I. K-9 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, slacking etc, complete. (IS 8329-2000). Rate for DI pipe based on Wholesale Price index of Pig Iron as 157.60 for the month of Dec-2022. For sewerage project cement mortor lining shall be with sulphate resistance cement 400 mm dia DI k-9 Pipe

450 mm Dia DI K-9

350 mm Dia DI K-9

150 mm Dia DI K-9

100 mm Dia DI K-9

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 (i) 80 to 300 mm Dia

350 and Above

Manufacture, Supply and Delivery of Electric Resistance Welded (Up fo 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. (Rate for MS Pipe based on the ex. works price of HR Coil as Rs.67500.00 per MT - withouth GST (Above 3.15 mm to 10 mm) and Rs. 68000.00 per MT without GST (Above 10 mm) as on Feb-22.( WPI Index of H. R Coil of Jan-22 is 155.8)/S Solvent free Liquid Epoxy Lining (406 micron) + O/S 3 LPE Coated M. S. Pipe (i) 406.40 mm dia 5 mm Th Pipe

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

400 mm Dia

450 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

Without Isolating Sluice Valve PN 1.0 Temper proof Air valve 50 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 (i) 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.

Above 1.50 to 3.00mt Depth (i) In all sorts of soil and soft murrrum

In hard murrum, boulders incl.Macadam road

In soft rock and /or masoanry in CM or LM or lime Concrete / Bituminous road

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

Item Description

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. (i) 90 mm dia

110 mm dia

140 mm dia

160 mm dia

200 mm dia

250 mm dia

315 mm 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. (i) 200mm dia

250mm dia

300mm dia

350mm dia

400mm dia

450mm dia

Lowering, laying, Jointing and welding in position to correct line and level M.S. Pipe with outer gunniting and inside lining/Epoxy painting on pedestal or chairs upon prepared formation or prepared bedding in trenches the rates include conveyance from store to site of work loading, unloading, joint plastering, hydrotesting etc.complete For Inter Connection

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) (i) 80 mm dia

100 mm dia

125 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

350 mm dia

400 mm dia

450 mm dia

Temper Proof Air valve (i) 50 mm dia

80 mm 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 (i) 50 mm dia

80 mm 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 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 given size) Upto 1mt. depth from G.L. to pipe invert level comp. civil a) Size of 1.30 x 1.30 m and 1.0 m deep-with precast slab in two parts 15 mmworks but excl. cost of excavation and refilling.

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/CC Block pipes using trap metal size 12 mm to 25 mm incl. form work curing consolidation etc. complete for various location on pipeline( 10persent of total length)

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

Providing and casting in situ C.C. in grade M-20 (porportions as per mixdesign 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 and neat finishing) with centering and shuttering etc. complete for structure other than water retaining.

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)i) 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

600mm dia bore hole with 500mm dia MS casting pipe of 8 mm thick

900mm dia bore hole with 800mm dia MS casting pipe of 12 mm thick

Item Description

SITC of Full Bore Electromagnetic flow meter with 0.5persent 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. (i) 100 mm dia

150mm dia

200mm dia

250mm dia

300mm dia

450mm 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. (i) At Pro. Vav MHW

At Bukna SHW

At Lodarani SHW

At Chudmer MHW

At Tharad SHW

At takhatpura SHW

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

Conventional WTP Designing (hydraulic, process, structural and aesthetic), constructing and commissioning Conventional Water Treatment Plant consisting of all Civil, Mechanical and Electrical components of various subworks as given below including necessary hydraulic testing, structural testing, equipment testing, trial run for 3 months, etc. complete as directed by Engineer-in-charge (turn-key job). The design shall conform to IS / CPHEEO Manual. Aeration Fountain/Cascade Aerator. Ventury Flume/Partial flume With necessary flow measuring devices/meter consisting of mechanical/digital indicator. Flash Mixer Rapid mixing device design conforming to IS : 7090 of 1985.Detenion time 60second, velocity gradient 300-400 sec-1 with fans gear and motor assembly as per design. Flocculator. Design conforming to IS : 7208 – 1974 (Type-C) . do do as per Schedule, Notes (1)Conditions from Sr. No. 2 to 2.16 and 3.1 to 3.20 shall from a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants. (2) Aerator must be provided.(3) Hydraulic design criteria approved by Technical committee shall be referred and item description shall be modified accordingly (4) Structural design criteria approved by technical committee shall be applicable for design.(5) Design flow shall be specified in M^3/hour in data sheet considering 22 hours WTP run time in a day to treat requirement water quantity of a day( i.e. 24 hours) of population to be served with design rate of water supply. No separate overloading provision shall be kept in any tender clause . (6) All other details shall be as per design criteria and detail specifications. (7) The following rates are for sites falling in seismic zone III for sites falling in zone IV and V rates shall be increased 5Percent and 8 Percent respectively (8) The rates includes excavation ,refilling and throwing away extra stuff at all lead. (9) The following rates are for preliminary or rapid estimate of WTP do - do - with 'V" Wire screen under drainage system for beds with filter media only filter sand in place of conventional under drain system with gravel supporting media (A) 15 MLD Water Treatment Plant with under drainage system for filter beds with filter media only filter sand in place of conventional under drain system with gravel supporting media. (Vav hw)

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 and 2, 2009 or latest revised. (1.1) I.S. 3370, Part – 3 and 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. 1,30,00,000 Lit U/G Sump At Vav HW

50,00,000 Lit U/G Sump At Vav HW

11,50,000 Lit U/G Sump At Lodrani SHW

As above without water table (Sub soil water level above foundation) R.C.C.Partially Under Ground Circular Clear Water Sump as below Capacity as detail given in tender Without Water table 7,00,000 Lit U/G Sump

As above without water table (Sub soil water level below foundation) 4,10,000 Lit U/G Sump

3,50,000 Lit U/G Sump

2,50,000 Lit U/G Sump

2,20,000 Lit U/G Sump

2,10,000 Lit U/G Sump

2,00,000 Lit U/G Sump

1,80,000 Lit U/G Sump

1,70,000 Lit U/G Sump

1,60,000 Lit U/G Sump

1,50,000 Lit U/G Sump

1,40,000 Lit U/G Sump

1,20,000 Lit U/G Sump

1,10,000 Lit U/G Sump

1,00,000 Lit U/G Sump

90,000 Lit U/G Sump

80,000 Lit U/G Sump

70,000 Lit U/G Sump

60,000 Lit U/G Sump

50,000 Lit U/G Sump

40,000 Lit U/G Sump

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 and material charges of lowering , laying, erecting / hoisting and 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 and 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 and II 2009 or Its latest revision(1.1) I.S. 3370 part III and 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 and 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 and its combination) For Seismic Zone-4 Capacity 15.00 Lacs Lit and 18.0 Mtr HT.

Capacity 15.00 Lacs Lit and 20.0 Mtr HT.

Capacity 8.00 Lacs Lit and 15.0 Mtr HT.

Capacity 7.00 Lacs Lit and 18.0 Mtr HT.

Capacity 6.00 Lacs Lit and 20.0 Mtr HT.

Capacity 4.00 Lacs Lit and 20.0 Mtr HT.

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 Takhatpura SHW, Tharad SHW, Bukna SHW, Lodrani SHW, Pro. Vav Intake MHW.

At Pro. Vav SHW

At Chudmer SHW

Add for Every 1.0 m above 6.0 m

Size 12.00 x 8.00 mtr. Total 96 Sq.mtr. Positive Suction Pump House at Agathala HW for Lunava Group

Add for Every 1.0m above 6.0 m

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

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

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. Vav Main HW,Bukna SHW,Lodrani SHW

Demolition of Rcc Work, Brick Work, Floor Tiles, Window, Door, etc.... including stacking of serviceable material as and disposal of unserviceable materials with all lead and lift. AND clean area. credit value for dismantling the existing the Items RCC,Brick Bats, Floor Tiles, Door, Window, Steel In RCC, etc...carting the debris of the same at a appropriate place and clearing the site dismantled material shall be the property of the contractor and rate to be quoted for credit of materials receive after counting the expenditure of the dismantling, removing, carting, weight of scrape The rate include the safety measure and stacking the material in spoil bank as and where directed by the engineer in charge. After proper removal of items. the contractor gives the rebate from total amount quoted the actual serviceable measured and approved by engineer in charge. ble mesured and approved by engineeer in charge.(RCC ESR of 3,00,000 Litre Capacity and 25 mt. height at VAV)

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

Item Description

Supply, Installation , Testing and Commissioning of Pump Set with Piping, Accessories and Electrical Equipment various Headworks and Sub Headworks as per drawing and detailed technical specifications : - VT Pump : Design, engineering, supply, installation, testing and commissioning of mechanical and electrical equipment of water supply pumping system viz pumping machinery of following type and rating), Valves (SV/BFV/DPCV/TPAV/ACV), Suction-Delivery-Discharge header pipes and specials, expansion bellows, full bore electromagnetic flow meter,Pressure Gauge, material handing system (EOT) ,RCC Chamber, Dewatering Pump, Drain Pump,11 KV two/four pole switch yard with distribution transformer (with standby of identical full load capacity),wire fencing, M.S. Gate, 11 kV HV Cables, Terminations Kits,Neutral Grounding Resistors, HV swith gear panel,FCMA Starter, LV MCC-APFC panels, LV XLPE insulated Cu / Al armoured cables with tray and kits,Capacitor Bank, Battery and Battery Charger,Fire and Safety equipments,Level Switch, Level Transmitter, Pressure Transmitter, earthing system with PLC based instrumentation with control system as per detailed specifications including dismentaling of existing pumping machineries and accessories to departmentalstore as per instruction of engineer in charge. - Manufacture, Supply, Delivery and Lowering Laying of MS Pipe and MS specials as per relevant IScodes. - Providing, Supplying, Lowering and Laying of Butterfly Valves, Sluice Valves , Dual Plate Check Valves, Temper proof Air Valves, expansion bellows and pressure gauges as per relevant IScodes. - SITC of full bore electromagnetic flow meter as per relevantstandard. - Providing and erecting control panel and MCC panel with suitable motor starter .- Providing and erecting APFCR panel consist of capacitor bank for continuous duty to improve PowerFactor. - Providing and erecting XLPE armoured cable including MS ladder type cable tray as per relevant standard. - Supplying and erecting Funnel type earthing including HOT deep Galvanised Strip for earthing as per relevantstandard.- Non Contract Type Radar / Ultrasonic Technology Based water level measuring device.- Providing and erecting miscellaneous items like rubber mat, metallic vertified danger notice board, Printed instruction chart bothin English and Gujarati, First aid box, FIRE bucket round bottom of 9 lit. capacity and floor mounting stand for keeping 4 nos of firebuckets. 15 KW x 4 set equal to60 KW (Capacity 300 M³/Hr x 11 meters head) (2 Working + 2 Standby) VT Pump -Vav RWS to Pro. Vav WTP

Supply, Installation , Testing and Commissioning of Pump Set with Piping, Accessories and Electrical Equipment various Headworks and Sub Headworks as per drawing and detailed technical specifications : - HSCF Pump : Design, engineering, supply, installation, testing and commissioning of mechanical and electrical equipment of water supply pumping system viz pumping machinery of following type and rating), Valves (SV/BFV/DPCV/TPAV/ACV), Suction-Delivery-Discharge header pipes and specials, expansion bellows, full bore electromagnetic flow meter,Pressure Gauge, material handing system (EOT) ,RCC Chamber, Dewatering Pump, Drain Pump,11 KV two/four pole switch yard with distribution transformer (with standby of identical full load capacity),wire fencing, M.S. Gate, 11 kV HV Cables, Terminations Kits,Neutral Grounding Resistors, HV swith gear panel,FCMA Starter, LV MCC-APFC panels, LV XLPE insulated Cu / Al armoured cables with tray and kits,Capacitor Bank, Battery and Battery Charger,Fire and Safety equipments,Level Switch, Level Transmitter, Pressure Transmitter, earthing system with PLC based instrumentation with control system as per detailed specifications including dismentaling of existing pumping machineries and accessories to departmentalstore as per instruction of engineer in charge. - Manufacture, Supply, Delivery and Lowering Laying of MS Pipe and MS specials as per relevant IScodes. - Providing, Supplying, Lowering and Laying of Butterfly Valves, Sluice Valves , Dual Plate Check Valves, Temper proof Air Valves, expansion bellows and pressure gauges as per relevant IScodes. - SITC of full bore electromagnetic flow meter as per relevantstandard. - Providing and erecting control panel and MCC panel with suitable motor starter .- Providing and erecting APFCR panel consist of capacitor bank for continuous duty to improve PowerFactor. - Providing and erecting XLPE armoured cable including MS ladder type cable tray as per relevant standard. - Supplying and erecting Funnel type earthing including HOT deep Galvanised Strip for earthing as per relevantstandard.- Non Contract Type Radar / Ultrasonic Technology Based water level measuring device.- Providing and erecting miscellaneous items like rubber mat, metallic vertified danger notice board, Printed instruction chart bothin English and Gujarati, First aid box, FIRE bucket round bottom of 9 lit. capacity and floor mounting stand for keeping 4 nos of firebuckets. 45 KW x 4 set equal to 180 KW (Capacity 300 M³/Hr x 35 meters head) (2 Working + 2 Standby) HSCF Pump (Pro Vav Sump to Pro Vav ESR-1) 18.5 KW x 4 set equal to 74 KW (Capacity 100 M³/Hr x 35 meters head) (2 Working + 2 Standby) HSCF Pump (Pro Vav Sump To Pro Vav ESR-2)

18.5 KW x 4 set equal to 74 KW (Capacity 100 M³/Hr x 37 meters head) (2 Working + 2 Standby) HSCF Pump Bukna SHW to Bukna ESR

11 KW x 4 set equal to 44 KW (Capacity 50 M³/Hr x 37 meters head) (2 Working + 2 Standby) HSCF Pump Lodrani SHW To Lodrani ESR

18.5 KW x 4 set equal to 74 KW (Capacity 100 M³/Hr x 37 meters head) (2 Working + 2 Standby) HSCF Pump (Chudmer SHW To Chudmer ESR) 30 KW x 4 set equal to 120 KW (Capacity 100 M³/Hr x 52 meters head) (2 Working + 2 Standby) HSCF Pump (Chudmer SHW To Takhatpura SHW) 11 KW x 4 set equal to 44 KW (Capacity 60 M³/Hr x 37 meters head) (2 Working + 2 Standby) HSCF Pump (Chudmer SHW To Tharad ESR)

15 KW x 4 set equal to 60 KW (Capacity 100 M³/Hr x 32 meters head) (2 Working + 2 Standby) HSCF Pump Takhatpura SHW To Takhatpura ESR

9.3 KW x 4 set equal to 37.2 KW (Capacity 60 M³/Hr x 27 meters head) (2 Working + 2 Standby) HSCF Pump Tharad SHW To Tharad ESR

37 KW x 4 set equal to 148 KW (Capacity 206 M³/Hr x 36 meters head) HSCF Pump at Aagthala HW - Lunva Group

Supply, Installation , Testing and Commissioning of Pump Set with Piping, Accessories and Electrical Equipment various Headworks and Sub Headworks as per drawing and detailed technical specifications : - SCFPump : Design, engineering, supply, installation, testing and commissioning of mechanical and electrical equipment of water supply pumping system viz pumping machinery of following type and rating), Valves (SV/BFV/DPCV/TPAV/ACV), Suction-Delivery-Discharge header pipes and specials, expansion bellows, full bore electromagnetic flow meter,Pressure Gauge, material handing system (EOT) ,RCC Chamber, Dewatering Pump, Drain Pump,11 KV two/four pole switch yard with distribution transformer (with standby of identical full load capacity),wire fencing, M.S. Gate, 11 kV HV Cables, Terminations Kits,Neutral Grounding Resistors, HV swith gear panel,FCMA Starter, LV MCC-APFC panels, LV XLPE insulated Cu / Al armoured cables with tray and kits,Capacitor Bank, Battery and Battery Charger,Fire and Safety equipments,Level Switch, Level Transmitter, Pressure Transmitter, earthing system with PLC based instrumentation with control system as per detailed specifications including dismentaling of existing pumping machineries and accessories to departmentalstore as per instruction of engineer in charge. - Manufacture, Supply, Delivery and Lowering Laying of MS Pipe and MS specials as per relevant IScodes. - Providing, Supplying, Lowering and Laying of Butterfly Valves, Sluice Valves , Dual Plate Check Valves, Temper proof Air Valves, expansion bellows and pressure gauges as per relevant IScodes. - SITC of full bore electromagnetic flow meter as per relevantstandard. - Providing and erecting control panel and MCC panel with suitable motor starter .- Providing and erecting APFCR panel consist of capacitor bank for continuous duty to improve PowerFactor. - Providing and erecting XLPE armoured cable including MS ladder type cable tray as per relevant standard. - Supplying and erecting Funnel type earthing including HOT deep Galvanised Strip for earthing as per relevantstandard.- Non Contract Type Radar / Ultrasonic Technology Based water level measuring device.- Providing and erecting miscellaneous items like rubber mat, metallic vertified danger notice board, Printed instruction chart bothin English and Gujarati, First aid box, FIRE bucket round bottom of 9 lit. capacity and floor mounting stand for keeping 4 nos of firebuckets. (Necessary arrangement such as Two pole Structure,HT/LT cable,VCB,Transformers(With Standby),other necessary accessories,etc for getting Electricty Connection from Two Pole Structure of Exsiting intake well at Devpura BSR will be in the scope of Contrctor) 75 KW x 4 set equal to 300 KW (Capacity 300 M³/Hr x 59 meters head) (2 Working + 2 Standby) SCF Pump Devpura BSR to Proposed VAV RWS

18.5 KW x 4 set equal to74 KW (Capacity 300 M³/Hr x 15 meters head) (2 Working + 2 Standby) SCF Pump Chudmer NMC to Chudmer WTP

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) SM-2.1, 220 LPM, 22.5 m Head and 4 HP

SM-2.2, 360 LPM, 24 m Head and 5 HP

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

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

SM-2.5.4, 900 LPM, 37 m Head and 15 HP

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

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

SM-4.6, 1500 LPM, 30 m Head and 20 HP

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

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

Providing, Supplying, Lowering, Laying and jointing of ISI mark G.I. pipes (IS 1239) with couplings and GI specials For Delivery, Header and Inter Connection Of Sump 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 (1) 65 mm dia

80 mm dia

50 mm dia

100 mm dia

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

Manufacture, supply and delivery of GI Fitting including all taxes. (Elbows,nipple,Stepnipple,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

65 mm dia

80 mm dia

100 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) (1) 50 mm dia

65 mm dia

80 mm dia

100 mm dia

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 (a) 32A, Cat-III

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

40A, FP, Cat-III

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 FROME 21 TO 30 HP

Item Description

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 X 4 Sqmm

3C X 16 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)

Providing and Laying Reinforced Cement Concrete in Thrust Block/Piping/Valves Supports etc. with Tar steel, Black Trap Kapchi as Coarse Aggreate for Raft,Grillage Footing with Necessary Centering Form work, Consolidating as per Directive in 1:2:4 Ratio comp. as per site requriement.

Item Description

Compound wall 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 and 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 and 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 and 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 and one cost of red oxide primer as directed , include the cost of reinforcement, column supports, joists, concrete masonry work and lighting arrangement etc Complate.

C C Road 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 slope as directed upto 50Mt.lead.

Providing and laying compacted 150 mm WBM ( grade ii) with B.T Crushed metal of size 40 mm to 63 mm including using 20 percent stone screening Grit 0.16 cum and stone dust 0.08 Cum as filler including spreading ,watering 7 consolidation by vibratory roller etc. complete as per morth clause 404

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 and casting in situ ordinarycement concrete M-200 for average 125 mm thick wearing coat laid as directed including tamping ,vibrating, finishing, curing and filling in joints with bitumen complete.

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 and 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

Paver Block 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 and 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)

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

Store room 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 Vav)

Protection wall 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)

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) 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 . 17 mld WTP @ Chudmer

Tharad SHW

Takhatpura SHW

15 mld WTP @ Vav

VAV SHW

Bukna SHW

Lodrani SHW

Aagthala SHW

Charda Store

Achuva boosting st.

Compound Wall

2 nd Quarter. 17 mld WTP @ Chudmer

Tharad SHW

Takhatpura SHW

15 mld WTP @ Vav

VAV SHW

Bukna SHW

Lodrani SHW

Aagthala SHW

Charda Store

Achuva boosting st.

Compound Wall

3 rd Quarter. 17 mld WTP @ Chudmer

Tharad SHW

Takhatpura SHW

15 mld WTP @ Vav

VAV SHW

Bukna SHW

Lodrani SHW

Aagthala SHW

Charda Store

Achuva boosting st.

Compound Wall

4 th Quarter. 17 mld WTP @ Chudmer

Tharad SHW

Takhatpura SHW

15 mld WTP @ Vav

VAV SHW

Bukna SHW

Item Description

Lodrani SHW

Aagthala SHW

Charda Store

Achuva boosting st.

Compound Wall

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 1 st Quarter . 10.0 Lakh- 20 mt ESR @ Chudmer

ESR @ Takhatpura SHW 8.00 Lakh - 15 mt.

ESR @ Tharad SHW 20.0 Lakh - 10 mt

ESR @ VAV WTP 7.00 Lakh- 12 mt

ESR @ VAV WTP 15 Lakh - 18 mt.

ESR @ Bukna SHW 4 Lakh- 20 mt

ESR @ Lodrani SHW 6 Lakh - 20 mt.

ESR @ Aagthala 15 Lakh 20 mt.

2 nd Quarter . 10.0 Lakh- 20 mt ESR @ Chudmer

ESR @ Takhatpura SHW 8.00 Lakh - 15 mt.

ESR @ Tharad SHW 20.0 Lakh - 10 mt

ESR @ VAV WTP 7.00 Lakh- 12 mt

ESR @ VAV WTP 15 Lakh - 18 mt.

ESR @ Bukna SHW 4 Lakh- 20 mt

ESR @ Lodrani SHW 6 Lakh - 20 mt.

ESR @ Aagthala 15 Lakh 20 mt.

3 rd Quarter . 10.0 Lakh- 20 mt ESR @ Chudmer

ESR @ Takhatpura SHW 8.00 Lakh - 15 mt.

ESR @ Tharad SHW 20.0 Lakh - 10 mt

ESR @ VAV WTP 7.00 Lakh- 12 mt

ESR @ VAV WTP 15 Lakh - 18 mt.

ESR @ Bukna SHW 4 Lakh- 20 mt

ESR @ Lodrani SHW 6 Lakh - 20 mt.

ESR @ Aagthala 15 Lakh 20 mt.

4 th Quarter . 10.0 Lakh- 20 mt ESR @ Chudmer

ESR @ Takhatpura SHW 8.00 Lakh - 15 mt.

ESR @ Tharad SHW 20.0 Lakh - 10 mt

ESR @ VAV WTP 7.00 Lakh- 12 mt

ESR @ VAV WTP 15 Lakh - 18 mt.

ESR @ Bukna SHW 4 Lakh- 20 mt

ESR @ Lodrani SHW 6 Lakh - 20 mt.

ESR @ Aagthala 15 Lakh 20 mt.

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 st Year

2 nd Year

3 rd Year

4 th Year

5 th Year

6 th Year

7 th Year

8 th Year

9 th Year

10 th Year

Item Description

Supply of PAC-10percentage Solution incl. transportation, loading,unloading etc. complete. 1 st Year

2 nd Year

3 rd Year

4 th Year

5 th Year

6 th Year

7 th Year

8 th Year

9 th Year

10 th Year

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 Chudmer MAIN H.W. and WTP ESR 10 Lac, 20 Mt ht. 1 Nos

U/G Sump 52 lakh Liter Capacity

Takhatpura SUB H.W. ESR 8.0 Lac, 15 Mt ht. 1 Nos

U/G Sump 20 lakh Liter Capacity

Tharad SUB H.W. ESR 20 Lac, 10 Mt ht. 1 Nos

U/G Sump 17.5 lakh Liter Capacity

Vav Main HW and WTP ESR 7 Lac, 12 Mt ht. 1 Nos

ESR 15 Lac, 18 Mt ht. 1 Nos

U/G Sump 7.0 lakh Liter Capacity

U/G Sump 50.0 lakh Liter Capacity

U/G Sump 130.0 lakh Liter Capacity

Bukna SUB H.W. U/G Sump 8 lakh Liter Capacity

ESR 4 Lac, 20 Mt ht. 1 Nos

Lodrani SUB H.W. ESR 6 Lac, 20 Mt ht. 1 Nos

U/G Sump 11.5 lakh Liter Capacity

Aagthala Sub HW ESR 15 Lac, 20 Mt ht. 1 Nos

U/G Sump 45 lakh Liter Capacity

2 nd Year Chudmer MAIN H.W. and WTP ESR 10 Lac, 20 Mt ht. 1 Nos

U/G Sump 52 lakh Liter Capacity

Takhatpura SUB H.W. ESR 8.0 Lac, 15 Mt ht. 1 Nos

U/G Sump 20 lakh Liter Capacity

Tharad SUB H.W. ESR 20 Lac, 10 Mt ht. 1 Nos

U/G Sump 17.5 lakh Liter Capacity

Vav Main HW and WTP ESR 7 Lac, 12 Mt ht. 1 Nos

ESR 15 Lac, 18 Mt ht. 1 Nos

U/G Sump 7.0 lakh Liter Capacity

U/G Sump 50.0 lakh Liter Capacity

U/G Sump 130.0 lakh Liter Capacity

Bukna SUB H.W. U/G Sump 8 lakh Liter Capacity

ESR 4 Lac, 20 Mt ht. 1 Nos

Lodrani SUB H.W. ESR 6 Lac, 20 Mt ht. 1 Nos

U/G Sump 11.5 lakh Liter Capacity

Aagthala Sub HW ESR 15 Lac, 20 Mt ht. 1 Nos

U/G Sump 45 lakh Liter Capacity

Item Description

3 nd Year Chudmer MAIN H.W. & WTP ESR 10 Lac, 20 Mt ht. 1 Nos

U/G Sump 52 lakh Liter Capacity

Takhatpura SUB H.W. ESR 8.0 Lac, 15 Mt ht. 1 Nos

U/G Sump 20 lakh Liter Capacity

Tharad SUB H.W. ESR 20 Lac, 10 Mt ht. 1 Nos

U/G Sump 17.5 lakh Liter Capacity

Vav Main HW & WTP ESR 7 Lac, 12 Mt ht. 1 Nos

ESR 15 Lac, 18 Mt ht. 1 Nos

U/G Sump 7.0 lakh Liter Capacity

U/G Sump 50.0 lakh Liter Capacity

U/G Sump 130.0 lakh Liter Capacity

Bukna SUB H.W. U/G Sump 8 lakh Liter Capacity

ESR 4 Lac, 20 Mt ht. 1 Nos

Lodrani SUB H.W. ESR 6 Lac, 20 Mt ht. 1 Nos

U/G Sump 11.5 lakh Liter Capacity

Aagthala Sub HW ESR 15 Lac, 20 Mt ht. 1 Nos

U/G Sump 45 lakh Liter Capacity

4 th Year Chudmer MAIN H.W. & WTP ESR 10 Lac, 20 Mt ht. 1 Nos

U/G Sump 52 lakh Liter Capacity

Takhatpura SUB H.W. ESR 8.0 Lac, 15 Mt ht. 1 Nos

U/G Sump 20 lakh Liter Capacity

Tharad SUB H.W. ESR 20 Lac, 10 Mt ht. 1 Nos

U/G Sump 17.5 lakh Liter Capacity

Vav Main HW & WTP ESR 7 Lac, 12 Mt ht. 1 Nos

ESR 15 Lac, 18 Mt ht. 1 Nos

U/G Sump 7.0 lakh Liter Capacity

U/G Sump 50.0 lakh Liter Capacity

U/G Sump 130.0 lakh Liter Capacity

Bukna SUB H.W. U/G Sump 8 lakh Liter Capacity

ESR 4 Lac, 20 Mt ht. 1 Nos

Lodrani SUB H.W. ESR 6 Lac, 20 Mt ht. 1 Nos

U/G Sump 11.5 lakh Liter Capacity

Aagthala Sub HW ESR 15 Lac, 20 Mt ht. 1 Nos

U/G Sump 45 lakh Liter Capacity

5 th Year Chudmer MAIN H.W. & WTP ESR 10 Lac, 20 Mt ht. 1 Nos

U/G Sump 52 lakh Liter Capacity

Takhatpura SUB H.W. ESR 8.0 Lac, 15 Mt ht. 1 Nos

U/G Sump 20 lakh Liter Capacity

Tharad SUB H.W. ESR 20 Lac, 10 Mt ht. 1 Nos

U/G Sump 17.5 lakh Liter Capacity

Vav Main HW & WTP ESR 7 Lac, 12 Mt ht. 1 Nos

ESR 15 Lac, 18 Mt ht. 1 Nos

U/G Sump 7.0 lakh Liter Capacity

U/G Sump 50.0 lakh Liter Capacity

U/G Sump 130.0 lakh Liter Capacity

Bukna SUB H.W. U/G Sump 8 lakh Liter Capacity

ESR 4 Lac, 20 Mt ht. 1 Nos

Lodrani SUB H.W. ESR 6 Lac, 20 Mt ht. 1 Nos

U/G Sump 11.5 lakh Liter Capacity

Aagthala Sub HW ESR 15 Lac, 20 Mt ht. 1 Nos

Item Description

U/G Sump 45 lakh Liter Capacity

6 th Year Chudmer MAIN H.W. & WTP ESR 10 Lac, 20 Mt ht. 1 Nos

U/G Sump 52 lakh Liter Capacity

Takhatpura SUB H.W. ESR 8.0 Lac, 15 Mt ht. 1 Nos

U/G Sump 20 lakh Liter Capacity

Tharad SUB H.W. ESR 20 Lac, 10 Mt ht. 1 Nos

U/G Sump 17.5 lakh Liter Capacity

Vav Main HW & WTP ESR 7 Lac, 12 Mt ht. 1 Nos

ESR 15 Lac, 18 Mt ht. 1 Nos

U/G Sump 7.0 lakh Liter Capacity

U/G Sump 50.0 lakh Liter Capacity

U/G Sump 130.0 lakh Liter Capacity

Bukna SUB H.W. U/G Sump 8 lakh Liter Capacity

ESR 4 Lac, 20 Mt ht. 1 Nos

Lodrani SUB H.W. ESR 6 Lac, 20 Mt ht. 1 Nos

U/G Sump 11.5 lakh Liter Capacity

Aagthala Sub HW ESR 15 Lac, 20 Mt ht. 1 Nos

U/G Sump 45 lakh Liter Capacity

7 th Year Chudmer MAIN H.W. and WTP ESR 10 Lac, 20 Mt ht. 1 Nos

U/G Sump 52 lakh Liter Capacity

Takhatpura SUB H.W. ESR 8.0 Lac, 15 Mt ht. 1 Nos

U/G Sump 20 lakh Liter Capacity

Tharad SUB H.W. ESR 20 Lac, 10 Mt ht. 1 Nos

U/G Sump 17.5 lakh Liter Capacity

Vav Main HW and WTP ESR 7 Lac, 12 Mt ht. 1 Nos

ESR 15 Lac, 18 Mt ht. 1 Nos

U/G Sump 7.0 lakh Liter Capacity

U/G Sump 50.0 lakh Liter Capacity

U/G Sump 130.0 lakh Liter Capacity

Bukna SUB H.W. U/G Sump 8 lakh Liter Capacity

ESR 4 Lac, 20 Mt ht. 1 Nos

Lodrani SUB H.W. ESR 6 Lac, 20 Mt ht. 1 Nos

U/G Sump 11.5 lakh Liter Capacity

Aagthala Sub HW ESR 15 Lac, 20 Mt ht. 1 Nos

U/G Sump 45 lakh Liter Capacity

8 th Year Chudmer MAIN H.W. and WTP ESR 10 Lac, 20 Mt ht. 1 Nos

U/G Sump 52 lakh Liter Capacity

Takhatpura SUB H.W. ESR 8.0 Lac, 15 Mt ht. 1 Nos

U/G Sump 20 lakh Liter Capacity

Tharad SUB H.W. ESR 20 Lac, 10 Mt ht. 1 Nos

U/G Sump 17.5 lakh Liter Capacity

Vav Main HW and WTP ESR 7 Lac, 12 Mt ht. 1 Nos

ESR 15 Lac, 18 Mt ht. 1 Nos

U/G Sump 7.0 lakh Liter Capacity

U/G Sump 50.0 lakh Liter Capacity

U/G Sump 130.0 lakh Liter Capacity

Bukna SUB H.W. U/G Sump 8 lakh Liter Capacity

ESR 4 Lac, 20 Mt ht. 1 Nos

Lodrani SUB H.W. ESR 6 Lac, 20 Mt ht. 1 Nos

U/G Sump 11.5 lakh Liter Capacity

Item Description

Aagthala Sub HW ESR 15 Lac, 20 Mt ht. 1 Nos

U/G Sump 45 lakh Liter Capacity

9 th Year Chudmer MAIN H.W. and WTP ESR 10 Lac, 20 Mt ht. 1 Nos

U/G Sump 52 lakh Liter Capacity

Takhatpura SUB H.W. ESR 8.0 Lac, 15 Mt ht. 1 Nos

U/G Sump 20 lakh Liter Capacity

Tharad SUB H.W. ESR 20 Lac, 10 Mt ht. 1 Nos

U/G Sump 17.5 lakh Liter Capacity

Vav Main HW and WTP ESR 7 Lac, 12 Mt ht. 1 Nos

ESR 15 Lac, 18 Mt ht. 1 Nos

U/G Sump 7.0 lakh Liter Capacity

U/G Sump 50.0 lakh Liter Capacity

U/G Sump 130.0 lakh Liter Capacity

Bukna SUB H.W. U/G Sump 8 lakh Liter Capacity

ESR 4 Lac, 20 Mt ht. 1 Nos

Lodrani SUB H.W. ESR 6 Lac, 20 Mt ht. 1 Nos

U/G Sump 11.5 lakh Liter Capacity

Aagthala Sub HW ESR 15 Lac, 20 Mt ht. 1 Nos

U/G Sump 45 lakh Liter Capacity

10th Year Chudmer MAIN H.W. and WTP ESR 10 Lac, 20 Mt ht. 1 Nos

U/G Sump 52 lakh Liter Capacity

Takhatpura SUB H.W. ESR 8.0 Lac, 15 Mt ht. 1 Nos

U/G Sump 20 lakh Liter Capacity

Tharad SUB H.W. ESR 20 Lac, 10 Mt ht. 1 Nos

U/G Sump 17.5 lakh Liter Capacity

Vav Main HW and WTP ESR 7 Lac, 12 Mt ht. 1 Nos

ESR 15 Lac, 18 Mt ht. 1 Nos

U/G Sump 7.0 lakh Liter Capacity

U/G Sump 50.0 lakh Liter Capacity

U/G Sump 130.0 lakh Liter Capacity

Bukna SUB H.W. U/G Sump 8 lakh Liter Capacity

ESR 4 Lac, 20 Mt ht. 1 Nos

Lodrani SUB H.W. ESR 6 Lac, 20 Mt ht. 1 Nos

U/G Sump 11.5 lakh Liter Capacity

Aagthala Sub HW ESR 15 Lac, 20 Mt ht. 1 Nos

U/G Sump 45 lakh Liter Capacity

Procurement and 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 Chudmer WTP

Vav WTP

2 nd Quarter Chudmer WTP

Vav WTP

3 rd Quarter Chudmer WTP

Vav WTP

4th Quarter Chudmer WTP

Vav WTP

5 th Quarter Chudmer WTP

Vav WTP