Design, Build and Operate contract for Ribda Group Augumentation Water Supply Scheme

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 department stores,stacking etc complete (IS8329-2000).

Providing and supplying in standard length I.S.I. mark rigid unplasticised PVC pipes suitable for potable water with ring fit joint including cost of rings, as per IS specification No.4985/1988 incl. all local and central taxes, transportation,freight charges, octroi, inspection charges, loading, unloading conveyance to the department stores and incl. cost of jointing material etc.comp

Providing and supplying ISI mark CI D/F Sluice Valves of following class and diameter including all taxes,Insurance, transportation, freightcharges, octrol,Inspection charges, loading,unloading,conveyance to department stores,stacking etc.complete.. PN-1.0 with wheel/cap operated (PD type short body)

Providing and supplying C.I. Temper proof Air valves with ss 304 Float gun metal nozzle of approved make and quality and following class and diameter including all taxes, insurance transportation, freight charges, octroi, inspection charges, loading, unloading, conveyance to departmental stores, stacking etc. complete.

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: 8329/1994 delivery 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.

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.

Lowring, laying and jointing C.I. S & S spun pipes suitable for Tyton joints / Mortar lined D.I. K-7 Pipes of various classes with CI / MS specials of following diameters in proper position ,grade and alingnment as directed by engineer in charge including hydraulic testing etc. comp.

Lowering ,laying, fixing and jointing PVC/uPVC/PVC 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. including providing and supplying and fixing of all type PVC/MS specials and fittings suitable to PVC pipe required for LLJ incl. freigtht, loading,unloading stacking insurance and all taxes etc complete. Including additional Job connections to the existing pipeline or structure with all required materials and manpower required for commissioning of pipeline/Structure as per actual site situation.

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. PN-1.0 with wheel/cap operated (PD type short body)

Erectlon of air valve riser by installing new M.S 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 M-15 with offset of 10 cm around pipe with necessary sleel etc complete.

Construction of valve chamber in brick or bela stone masonary locally available in C.M.1:6 foundation concrete 150mm.thick. in c.c.1:4:8 trap metal size 25mm to 40mm.thick inside cement plaster in C.M.1:3 and cement pointing outside in C.M.1:3 and top cover of precast R.C.C. slab 100mm.thick. (with key hole in two parts each with handle or m.s. bar etc.comp. as given size) upto 1-Mt.depth from G.L. to pipe invert level incl.complete civil work but excl.cost of excavation and refilling with cast in situ RCC slab in one single piece with fixing of CIMH frame and cover (excl.cost of CIMH frame and cover) with 23mm.thick.brick masonary wall in C.M.1:6 Size of chamber

Providing CC M100 for encasing pipes using trap metal size 12 mm to 50 mm incl. form work curing consolidation etc complete for various location on pipe line ( Provision For River ,Vonkala Nala Road Crossing ) using trap metal 20 mm Nomimal Size

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

Item No. 15: Drilling of Horizontal bore hole for water main pipeline under the Railway / Road tracks in all strata with required length including fixing of M.S.(or as specified by Railway / Road authority) casing pipe of suitable size and Thickness. Rate includes the cost of Drilling of bore hole , Casing pipe & welding pushing etc complete but excluding the cost of water main, valves and other items. Entire work should be as per Approved Drawing and as per instruction of Railway / Road authority for Following diameter of Bore hole. for MS pipe

Item No.16: To carry out survey work Co-Ordination liasation for "Standing crop compensation"in land for laying water supply pipeline along the alignment of Ribda Group Aug Water Supply Scheme including shifting of center line marking it on village map and hissa to be taken for Standing crop compensation and submission of drawing in 4 sets drawn in the scale of 1 cm=25 mt.along with original tracing showing and marking their own survey numbers with CD 4 nos. etc. and defining Standing crop compensation strip of 15.00 m. along the cross country in width on the map and showing revenue survey number wise area and other details as per detailed specifications. For Job work for legal formalities including getting copy of 7/12, 6-A,form of perticular land non judicial Stamp paper, & all required activities with all documents. For Job work for legal formalities including getting 7/12, 6-A, non judicial Stamp paper, & all required activities with all documents.

Executive Engineer

P.H.Works Division

Rajkot

Working Survey, Design, Build & Operate Contract for Providing, Supplying, Laying DI/PVC Pipe Line, Testing and Commissioning of RCC U/G Sump, ESR, Pump Houses,Compound wall, Pumping Machinery and Village level Storage sumps and its ancillary work for Augmentation of Ribda Group Water Supply Scheme including Comprehensive Operation & Preventive maintenance of entire Scheme including existing components to supply drinking water to the all habitations incuded for 120 months. Taluka- Gondal.Kotda Sangani,Lodhika, Dist-Rajkot

મેનપાવરના ભાવો તાજેતરના લેબર કમીશ્નરના ભાવો મુજબ લિધેલ છે પરંતુ તેમા પી.એફ, ઇંસ્યુરંસ, બોનસ વગેરેની જોગવાઇ રાખેલ નથી.

જાહેર નિવિદા સામેલ છે. પરંતુ એક જ નકલમા સામેલ છે.

ગતી શકતી ઉપર પ્લોટ કરેલ ડ્રોઇંગ સામેલ નથી.

સ્પેસીફીકેશન અને ડેટા શીટની વિગતોમા વિસંગતતા જણાય છે જેથી ડેટા માં રાખેલ ક્રાઇટેરીયા અને સ્પેસીફીકેશનમાં રાખેલ ક્રાઇટેરીયા સુસંગત રહે તે મુજબ સુધારો કરવાનો રહે છે.

સ્પેસિફીકેશનમાં ઇ.એસ.આર ના આઇટમનુ ડિસ્ક્રીપશન એસ.ઓ.આર મુજબ નથી જે સુધારવાનુ રહે છે. (દા.ત. પી.સી.સી એમ-૧૫ ના બદલે એમ.-૧૦ ગ્રેડ માં લિધેલ છે.)

પ્રાઇઝ બીડ સેડ્યુલ-ડી પાના નં.૫૪ ઉપર કલર કામ અને ક્લીનીંગ વર્ક સ્ટ્રાઇક આઉટ કરેલ છે જે સુધરવાના રહે છે.

મેનપારવના મીનીમમ ઉમર ૨૫ વર્ષ (કંડીશન ઓફ કોંટ્રાક્ટ પાના નં.૧૯) અને મીનીમમ ઉમર ૧૫ વર્ષ (કંડીશન ઓફ કોંટ્રાક્ટ પાના નં.૮૬) રાખેલ છે. જે સુધારવાનુ રહે છે.

કંડીશન ઓફ કોંટ્રાક્ટ પાના નં.૮૧&૮૨ “Annexure-XVII” and Tools & Tackles ની વિગત ભરેલ છે. (નથી)

કંડીશન ઓફ કોંટ્રાક્ટ પાના નં.૫૯ & ૬૨ ની વિગત ભરેલ છે. (નથી)

Details of material

Pipes and Valves for Lowering, Laying and Jointing during project execution of work

Required pipes & Valves during the M&R period after commissioning the project.

Necessary Chlorine gas, Bleaching powder and PAC solution during the M&R period after commissioning the project

Dy. Executive Engineer

P. H. WORKS DIVISION

RAJKOT

Description

Part-I : Schedule:- B1: Rising Main and Gravity Main Pipeline

Part-I : Schedule:- B-2 Construction of R.C.C. Sump

Schedule:- B3: Construction of R.C.C. ESR

Part-I : Schedule:- B4 Constuction of PUMP HOUSE (Positive/Negative Suction)

Part-I : Schedule:- B5 - Compound Wall

Part-I : Schedule:- B6.1- Pumping machinery for Rising Main Navimengani SHW Sump to ESR

Part-I : Schedule:- B6.2- Pumping machinery for Boosting at Makhavad HGLR SHW toward Navimengani SHW

Part-I : Schedule:- B6.3 Pumping machinery for Boosting at Pipaliya HGLR toward Biliyada Section

Part-II : Schedule:-B7-Construction of R.C.C. Sump for various villages/Para

Part-II : Schedule:-B8-Connecting pipeline for additional storage of U/G Sump for various villages/Para

SCHEDULE C- O & M WORK (Part:A-Regular O&M)

SCHEDULE C- O & M WORK (Part:B-Periodic Maintanance)

Item Description

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 department stores,stacking etc complete (IS8329-2000). 250 mm dia D.I. K-7 Pipe

200 mm dia D.I. K-7 Pipe

Providing and supplying in standard length I.S.I. mark rigid unplasticised PVC pipes suitable for potable water with ring fit joint including cost of rings, as per IS specification No.4985/1988 incl. all local and central taxes, transportation,freight charges, octroi, inspection charges, loading, unloading conveyance to the department stores and incl. cost of jointing material etc.comp 200 mm Dia PVC pipe 6 kg/cm2

160 mm Dia PVC pipe 6 kg/cm2

140 mm Dia PVC pipe 6 kg/cm2

110 mm Dia PVC pipe 6 kg/cm2

Providing and supplying ISI mark CI D/F Sluice Valves of following class and diameter including all taxes,Insurance, transportation, freightcharges, octrol,Inspection charges, loading, unloading, conveyance to department stores,stacking etc.complete.. PN-1.0 with wheel/cap operated (PD type short body) 250 MM Dia

150 MM Dia

125 MM Dia

100 MM Dia

80 MM Dia

Providing and supplying C.I. Temper proof Air valves with ss 304 Float gun metal nozzle of approved make and quality and 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 Temper Proof Air valve With Isolating Sluice Valve PN 1.0

50 MM Dia Temper Proof Air valve With Isolating Sluice Valve PN 1.0

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: 8329/1994 delivery 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. Socket & Spigot Type 80 to 300 mm Dia

Flanged Type 80 to 300 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. A.In all sorts of soil and soft murrum

B.In all hard murrum boulders incl macadam road

C.In soft rock and masonary in CM or LM or lime concrete

D. in Hard Rock and / or in C.C.1:2:4 or R.C.C.With blasting and Chiseling or by Chiseling only

Lowring, laying and jointing C.I. S & S spun pipes suitable for Tyton joints / Mortar lined D.I. K-7 Pipes of various classes with CI / MS specials of following diameters in proper position ,grade and alingnment as directed by engineer in charge including hydraulic testing etc. comp. 250 MM Dia

200 MM Dia

Lowering ,laying, fixing and jointing PVC/uPVC/PVC 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. including providing and supplying and fixing of all type PVC/MS specials and fittings suitable to PVC pipe required for LLJ incl. freigtht, loading,unloading stacking insurance and all taxes etc complete. Including additional Job connections to the existing pipeline or structure with all required materials and manpower required for commissioning of pipeline/Structure as per actual site situation. 200 mm Dia PVC pipeline 6 kg/cm2

160 mm Dia PVC pipeline 6 kg/cm2

140 mm Dia PVC pipeline 6 kg/cm2

110 mm Dia PVC pipeline 6 kg/cm2

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. PN-1.0 with wheel/cap operated (PD type short body) 250 MM Dia

150 MM Dia

125 MM Dia

100 MM Dia

80 MM Dia

80 MM Dia Temper Proof Air valve With Isolating Sluice Valve PN 1.0

50 MM Dia Temper Proof Air valve With Isolating Sluice Valve PN 1.0

Erectlon of air valve riser by installing new M.S 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 M-15 with offset of 10 cm around pipe with necessary sleel etc complete. Dia of Air Valve 80 mm & MS pipe

Dia of Air Valve 50 mm & MS pipe

Construction of valve chamber in brick or bela stone masonary locally available in C.M.1:6 foundation concrete 150mm.thick. in c.c.1:4:8 trap metal size 25mm to 40mm.thick inside cement plaster in C.M.1:3 and cement pointing outside in C.M.1:3 and top cover of precast R.C.C. slab 100mm.thick. (with key hole in two parts each with handle or m.s. bar etc.comp. as given size) upto 1-Mt.depth from G.L. to pipe invert level incl.complete civil work but excl.cost of excavation and refilling with cast in situ RCC slab in one single piece with fixing of CIMH frame and cover (excl.cost of CIMH frame and cover) with 23mm.thick.brick masonary wall in C.M.1:6 Size of chamber 1.30 x 1.30 x 1.00-Mt.deep with Precast slab in two parts 15 cm

For 1 Mtr. Extra Depth

0.90 x 0.90 x 1.00-Mt.deep with Pricast salb in two parts 15 cm

For 1 Mtr. Extra Depth

Providing CC M100 for encasing pipes using trap metal size 12 mm to 50 mm incl. form work curing consolidation etc complete for various location on pipe line ( Provision For River ,Vonkala Nala Road Crossing ) using trap metal 20 mm Nomimal Size

Item No. 15: Drilling of Horizontal bore hole for water main pipeline under the Railway / Road tracks in all strata with required length including fixing of M.S.(or as specified by Railway / Road authority) casing pipe of suitable size and Thickness. Rate includes the cost of Drilling of bore hole , Casing pipe & welding pushing etc complete but excluding the cost of water main, valves and other items. Entire work should be as per Approved Drawing and as per instruction of Railway / Road authority for Following diameter of Bore hole. for MS pipe 1) Horizontal Drilling-600:& MS Casing Pipe-500 thick:8 For 250 MM Dia road Crossing

2) Horizontal Drilling-500:& MS Casing Pipe-400 thick:6 For 200 MM Dia Road Crossing

3) Horizontal Drilling-250:& MS Casing Pipe-200 thick:5 For 160/140/110 MM Dia Gravity Canal/Road Crossing

Item No.16: To carry out survey work Co-Ordination liasation for "Standing crop compensation"in land for laying water supply pipeline along the alignment of Ribda Group Aug Water Supply Scheme including shifting of center line marking it on village map and hissa to be taken for Standing crop compensation and submission of drawing in 4 sets drawn in the scale of 1 cm=25 mt.along with original tracing showing and marking their own survey numbers with CD 4 nos. etc. and defining Standing crop compensation strip of 15.00 m. along the cross country in width on the map and showing revenue survey number wise area and other details as per detailed specifications. For Job work for legal formalities including getting copy of 7/12, 6-A,form of perticular land non judicial Stamp paper, & all required activities with all documents. For Job work for legal formalities including getting 7/12, 6-A, non judicial Stamp paper, & all required activities with all documents.

EXECUTIVE ENGINEER

P. H. WORKS DIVISION

RAJKOT

Item Description

RCC GSR (description of item for turnkey tender) Preparing structural design of RCC Under Ground / Partially underground / 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 outside 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 in charge.List of Indian Standards for Design of GSR / SUMP:-The structural design of GSR shall be in accordance with provisions relevant I.S standards (1) I.S. 3370 part I & II 2009 or Its latest revision (1.1) I.S. 3370 part III & IV 1965 or Its latest revision (2) I.S. 456-2000 or Its latest revision.(3) I.S. 1893-2000-1984 or Its latest revision.(4) I.S. 875, Part-1 to 3, 1987 or Its latest revision.General Specifications:- (1) Water depth in container shall be adopted as per data of tender. Capacity shall be calculated excluding free board of the reservoir. If water depth is not specified, the suitable water depth / acceptable to field engineer in accordance with hydraulic (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 nearby 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 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,( table meets with during excavation. If GWT/Uplift is mentioned in tender and during excavation it does not meet 7.5% rate shall be reduced. (12) The structure shall be designed properly to resist uplift due to ground water table specified in data or actual ground water (13) SS pipes railing shall be provided over sump periphery when sump height is ≥ 1.5 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 stair case with SS railing to be provided inside reservoir container. BB Masonry stair cabin with MS safety door having locking arrangement to be provided for GSR, Sump and HGLR of capacity more than 7.5 lakhs liter with top slab. If dome is constructed as top slab then provide minimum opening of 900 mm x 2000 mm with curbing and SS railing around. (15) Appearance of structure should be aesthetically good looking acceptable to authority. (16) Any change 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 change 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 litres 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) 75% 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. . All Civil Structural Design for SUMPS shall be Designed For Considering Seismic Zone 3 of Rajkot District

1) Clear Water Sump at NaviMengani SHW: Site 8.00 Lakh Ltr Capacity

Incl.+2% WC

EXECUTIVE ENGINEER

P. H. WORKS DIVISION

RAJKOT

To carry out survey work Co-Ordination liasation for "Standing crop compensation"in land for laying water supply pipeline along the alignment of Dabhoi Regional Water Supply Scheme Part III including shifting of center line marking it on village map and hissa to be taken for Standing crop compensation and submission of drawing in 4 sets drawn in the scale of 1 cm=25 mt.along with original tracing showing and marking their own survey numbers with CD 4 nos. etc. and defining Standing crop compensation strip of 15.00 m. along the cross country in width on the map and showing revenue survey number wise area and other details as per detailed specifications. For Job work for legal formalities including getting copy of 7/12, 6-A,form of perticular land non judicial Stamp paper, & all required activities with all documents. For Job work for legal formalities including getting 7/12, 6-A, non judicial Stamp paper, & all required activities with all documents.

Item Description

RCC ESR (description of item for turnkey tender) 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), casting 100 mm thick P.C.C. levelling course in M-10, Refilling the pit with proper soil and disposing of the surplus stuff at all required lead. (4) This will also include cement plaster in CM 1:2 with approved water proofing compound all over inside container (i.e. walls, base, top slab/dome bottom etc. all).. (5) All types of labour & material charges of lowering laying, erecting / hoisting & joining of pipe assembly of Inlet, Outlet, overflow, washout and bye pass arrangement as per hydraulic design are including. (6) Providing and fixing of any accessories(specified), CI Manhole frame and covers, water level indicator. lightening conductor, GI Pipe railing around walk way, at roof level, at gallery and around landing of inside shaft, Adequate cowl type ventilators or lantern type ventilator with stainless steel jali. (7) Scope of work includes constructing RCC spiral staircase with adequate tie beams, staircase footing, Rcc chambers for valves. ventilating shaft and ventilators as well as door in shaft, SS grating to be provided to outlet pipe (inside container) for safety. (8) including providing and applying three coats of cement paint/snowcem (as specified) to the whole structure. (9) It also includes satisfactory water tightness test as per relevant I.S. Code and painting name of scheme & capacity on the tank as per direction of engineer in charge. List of Indian Standards for design of ESR: Note: The structural design of ESR shall be in accordance with provisions of relevant Indian Standards (1) I.S. 3370 part I & II 2009 or Its latest revision (1.1) I.S. 3370 part III & IV 1965 or Its latest revision (2) IS 456-2000 or Its latest revision (3) IS 11682-1985 or Its latest revision (4) IS 1893-2002 part I to V or Its latest revision (5) IS 13920-1993, or Its latest revision (6) IS 875 part I to III, 1987 or Its latest revision (7) IS 11089-1987 or Its latest revision General specifications: (1) The Min. concrete grade for RCC shall be M:30. Proportion of concrete ingredients shall be as per Mix design using weigh batching. (2) HYSD( Fe 415) or higher grade reinforcing bars confirming to IS 1786/1139 or CRS /TMT bars shall be used as per detailed specification. (3) In case of column-brace trestle type staging having more than 6 columns internal horizontal bracing is obligatory. One bracing shall be at foundation level in case 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 should be provided. (6) The Safe bearing capacity (SBC) /allowable pressure on soil shall be referred from latest SBC test report or tender datasheet. During execution If poor soil strata or ground water table is encountered, the SBC shall have to be re ascertained and the design should 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/ MS 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 staircase or suitable RCC spiral staircase shall be constructed. Railing should be provided throughout 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 pipes & specials shall only be used (14) The rate shall include cost of dewatering during execution making all arrangement with any dewatering technique.(15) The structure shall be designed properly for uplift due to Ground water table specified in data or GWT encountered during execution. 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 levels (i.e. below foundation, up to GL, above GL for all lifts up to container).(18) 75% 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 & parcel of tender (contract) Rajkot is Under Sesmic Zone III hence designed for Sesmic Zone III R.C.C ESR of 4.00 Lac Lit Cap & 12.00 M Ht. at Navimengani SHW site

EXECUTIVE ENGINEER

P. H. WORKS DIVISION

RAJKOT

Item Description

Item No.1: Designing (aesthetically) and constructing R.C.C frame structure of pump room with positive suction (up to 6 mtr. Height Plinth level to Top slab beam bottom) with gantry structure 1. Minimum 15 % opening for ventilation shouldbe provided. 2. Pump room rolling shutter, door and windows 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 1) At Makhavad HGLR SHW 15MX8M +Suction up to 6 mtr. Height Plinth level to Top slab beam bottom) with gantry structure Min Height 4.50 M

2) At Navi Mengani SHW 15MX8M +Suction up to 6 mtr. Height Plinth level to Top slab beam bottom) with gantry structure Min Height 4.50 M

Designing (aesthetically) and constructing R.C.C frame structure of pump room with Negative suction (up to 3.60 mtr. Height Plinth level to Top slab beam bottom). 1. Minimum 15 % opening for ventilation shouldbe provided. 2. Pump room rolling shutter, door and windows 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 At Pipliya HGLR for Boosting : 4MX4M up to 3.60 M Negative Suction Without Gantry structure

incl.+5% Cont

Incl.+2% WC

EXECUTIVE ENGINEER

P. H. WORKS DIVISION

RAJKOT

Item Description

Construction of compound wall in B.B. Masonary in C.M. 1:6 with R.C.C. columns at 2.5 m c/c & R.C.C. Beam at G.L. ( Including reinforecement) with 15 mm thick Cement plaster to all exposed concrete and masonary structure and 0.6 mt high barbared wire fancing at 2.5 mt c/c on top of compound wall including excavation in all strata, P.C.C., form work for R.C.C. work, plastering, colour washing and painting to fencing and clearing the site etc. complete as per the detailed drawing and at locatin 1) At Navimengani Sub HW Sump site 2) At Navimengani Sub HW ESR site

Providing & Fixing Iron gate for compound wall of required size & specification as per the drawings with 3 No of R.C.C. column size 0.45 x 0.45 m ( including reinforcement) with 15 mm thick cement plaster to all exposed surface including excavation in all strata, P.C.C., form work for R.C.C. work , painting to all Iron exposed surfaces( incl. brusing , cleaning & priming coat ) and cleaning the site etc. the site etc. complete as per the detailed drawing.

incl.+5% Cont

Incl.+2% WC

EXECUTIVE ENGINEER

P. H. WORKS DIVISION

RAJKOT

Qty as per Item No. 7

Item Description

Supply, installation, testing and commissioning of MS fabricated specials with both side flanges like Blind flange, Elbow, Eccentric/Cocentric tapers, bends, Y Joints, Flanges, ductfoot bend, Puddle pipe, Bell mouth, Tee joint, Reducers, Nut-Bolt, Gaskets Etc of required size & in required quantities as per relevant IS for dilevery, common header & suction line. upto 300 mm dia. Suction Side: 125 mm dia., Delivery Side: 125 mm dia. & Header Side: 200 mm dia

Supply, installation, testing & commissioning of double flanged cast iron 125 mm Dia. Butterfly Valve as per IS 13095. PN 1.0 rating to be installed on Delivery Side Pipe as per specifications.

Size: 200 mm Dia. PN - 1.0 - Header Side

Supply at site, storage, installation, testing & commissioning of ISI mark 125 mm Dia. CI D/F Refulx valve as per IS 5312 (Latest Edition) of following class and diameter including all taxes, insurance, transportation, frieght charges, octroi, inspection charge, loading Un-loading, conveyence to departmental stores, stacking etc. complete. PN 1.0 rating to be installed on Delivery Side Pipe as per specifications

Size: 200 mm Dia. PN - 1.0 - Header Side

Supply at site, storage,Erection, installation, testing & commissioning of ISI mark 125 mm Dia. CI D/F Sluice Valves PD type short body with hand wheel 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. PN 1.0 rating to be installed on Suction Side Pipe as per specifications.

Supply, installation, testing and commissioning of flanged metallic S.S. 125 mm Dia. Expansion Bellows confirming to EJMA standard with all necessary carbon steel hardware’s as per data sheet. PN 1.0 rating to be installed on Suction Side Pipe as per specifications.

Size: 125 mm Dia. PN - 1.0 - Delivery Side

Size: 200 mm Dia. PN - 1.0 - Header Side+Flow Meter

SITC of CI 50 mm Dia. Tempor Proof Flanged Air Valve with Isolation Sluice Valve as per IS 14845 respectively with SS304 float, gun metal nozzle, complete hardware's, bolts, nuts & washers, gaskets etc. including all taxes, Insurance, Transportation, freight charges, Inspection charges, loading, unloading, conveyance to departmental stores, stacking, security etc. as per IS and Specification. PN 1.0 rating to be installed on Header line outside the Pump house as per specifications

Providing & erecting Single girder type fully electrically operated E.O.T. Crane with electrically operated hoist, class II duty, geared travelling trolley with seven meter lift complete with long travel rail track (40 mm sq. bar), moving or cross girder, all three motions electrically operated by suitable rating motor IP 54, control panel & down pendant control block, brake, safety device, cables form motor to starter panel & other required accessories & tested as per IS Specifications. Capacity: 1 Ton,span,long traveling and lift as per site requirement

Design, Supply at site, storage, installation, testing & commissioning of Bourdon type glycerin filled pressure gauge, +/- 1% accuracy, direct bottom 1/2" NPT(M) process connection, IP 67, SS 304 case with Bayonet type Bazel, SS 316 L Bourdon Tube, SS 316 movement material, Aluminium dial with black gradution on white background, micro zero adjustable pointer, neoprene gasket, blow out disk, shatter proof glass, SS tag plate ets as per IS 3624 complete with siphon tube with isolating cock having range of 0 to 20 Kg/cm2 (1.5 times rated head) 150 mm Ø dial

Supply, Installation, Testing, Commissioning of Full Bore Electromagnetic flow meter with factory calibrated, Regular Power Operated, flanged connection, Flow sensorIndicator, 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, ±0.5% accuracy at 0.3 to 4 m/sec velocity, 4 to 20 mA with HART/Modbus output, IP 67 protection, Die cast aluminium/ polycarbonate/ SS316 with Anticorrosive Paint/ PU finish with glass window enclosure, Inbuilt EEPROM and Data Logger, 30 meters cable length for sensor to transmitter communication etc.alongwith wall mounted/ stand mounted cabinet. Meter Size: 200 mm PN - 1.0 - Header Side

Providing & laying reinforced cement concrete in Thrust Block/Pipe/Valves Supports etc. with tar steel black trap kapchi as coarse aggregate for raft, grillage footing inclusive providing binding necessary size TMT steel bar with centering form work, consolidating as per directive in 1:2:4 ratio. with form work by adding Tar steel bar 50 Kg./ cum

(B) ELECTRICAL EQUIPMENTS SECTION MCCB BOX: Providing and erecting Approved make Four pole moulded case circuit breaker having breaking capacity ICU of 35 KA. at 415 V. having normal current rating 125A. with Fixed thermal & magnetic release suitable to work on A.C.supply 50 c/s. with all internal connections & complete erected in New 16 G.M.S. housing. 125 AMP cat-III

Lighting Distribution Board (LDB) as under: Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same company of MCB to be used) suitable for Three phase incoming and single phase horizontal type outgoing Per phase isolation type (PPI) single door 6 way Prewired Lighting Distribution Board Suitable to house : Incoming: 63A FP, ELMCB (30mA), Cat-III Outgoing: 20A SP MCB (6 nos.), 16A SP MCB (6 nos.)

MEDIUM VOLTAGE CABLES Supply, laying, testing & commissioning 1.1 kV grade, XLPE insulated, stranded Aluminium conductor, galvanised steel flat strip / round wire armoured, extruded PVC type ST2 sheathed, heavy duty cable (to 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) conforming to IS:7098 (Part-1) & IEC:60502 (Part-1) of following sizes: 3.5 c X 50 Sq.mmAL XLPE Armoured (For Incomer to MCCB Box to Panel).

3 c X 16 Sq.mmAL XLPE Armoured ( For 18.5 KW Four Motors)

4 C x 6 Sq.mm CU XLPE Armoured (For LDB, EOT, etc.)

Maintenance free Chemical Earthing Supplying & erecting earth pit of minimum bore dia.150mm size approved make Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion free hot dipped G.I.Pipes having Outer pipe dia of 50mm having 80-200 Micron galvanising, Inner pipe dia of 25 mm having 200-250 Micron galvanising, connection terminal dia of 12mm with constant ohmic value surrounded by highly conductive compound with high charge dissipation suitable for following type of applications with chamber and heavy duty cover.(approved make OEM has to submit test certificate) & having back filling compound of (B) Inner chemical (CCM Compound)- Resistivity:- 0.2 / meter testing as per IEC 62561-2017, Voltage drop:- < 1 volt at no load & dry form, Sulphar content:- <2%(C) Back fill Compound :- Earthing compound should be capable to retain moisture for long time Necessary test report must be submitted. For Electrical installation up to 11 KV in normal soil. Length of Pipe : 2.00 mtrs Back filling Compound :1 no. Bag of 25 Kg..(for 1 nos. for LT panel and 1 nos. for Motors )

G.I. Earth Strip Providing and erecting required size HOT deep Galvanised iron strip for earthing of H.T. , OCB/ ACB/ Transformer LT panel board, Motors etc. using proper clamp. (25X6 G.I Strip, 1.17 Kg/m, 1.17x50Mt.=59Kg.)

INTERNAL WIRING:- Mains with 1.1kV grade FRLS PVC insulated ISI marked stranded copper conductor wire in following type of pipe to be erected concealed in /flushed on wall/ ceiling with 1.5 sq. mm copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of following size. with medium class Rigid PVC pipe and accessories Main wiring with 3 wire 1.5 Sq.mm

Supply,Installation,Testing and Commissioning of Main wiring with 3 wire 2.5 sq. mm as per tender specification / IS

Point wiring for Light/ Bell with 2-1.5 sq. mm & earthwire of 1.5 sq.mm (Green) both are of ISI marked 1.1kV grade FRLS PVC insulated multistrand copper wires, in following type of pipe to be erected concealed in/ on surface on wall/ ceiling complete with 6A Modular type switch/ bell push & accessories and earth continuity of following type, erected on PVC/ Metallic box, single mounting base frame covered with textured/ metallic front plate modules erected on/ in wall/ ceiling as per pipe erected, with necessary Lamp holder/ ceiling rose/ H.D.Connector as directed. with medium class Rigid PVC pipe and accessories-cat.III

Point wiring for Individual Plug with earthwire of 1.5 sq.mm (Green) both are of ISI marked 1.1kV grade FRLS PVC insulated multistrand copper wires, in following type of to be erected concealed in/ on surface of wall/ ceiling complete with Modular type switch & 5 pin Plug erected on PVC/ Metallic box covered with appropriate front plate modules erected on/ in wall/ ceiling as per pipe erected with following type of accessories.For 6A Plug with 2-1.5 sq.mm Cu. Wire with medium class Rigid PVC pipe and accessories.

Point wiring for Individual Plug with earthwire of 1.5 sq.mm (Green) both are of ISI marked 1.1kV grade FRLS PVC insulated multistrand copper wires, in following type of to be erected concealed in/ on surface of wall/ ceiling complete with Modular type switch & 5 pin Plug erected on PVC/ Metallic box covered with appropriate front plate modules erected on/ in wall/ ceiling as per pipe erected with following type of accessories.For 16A Plug with 2-2.5 sq.mm Cu. Wire with medium class Rigid PVC pipe and accessories.

LED LIGHT FIXTURES: Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt assembled on single MCPCB, with housing used as a heat sink shall be made of thick sheet Steel conforming to IS: 513/CRCA/ aluminium die cast powder coated and high U.V. & corrosion resistance with diffuser with company mark/name 120 to 300 V,Power Factor more than 0.9, THD < 10 %, CCT 3000 K to 6500K, Luminaire efficacy> 85 lumens/watt ,LED efficiency-110 lumens/watt LED driver efficiency > 85 % CREE / OSRAM / PHILIPS Lumileds / NICHIA / SEOUL/Bridgelux make LED used for luminaire. ( fitting required LM-79 & LM-80 Certificates) Tube Light with integral/ nonintegral driver 22-24 Watts, Surge - 2KV,IP-20, 4 feet, Cat-III

Providing and erecting Approved make 1200mm sweep ceiling fan, capacitor type, having double ball bearing 450mm down rod, canopies, shackle, rubber bush, blades, electronic speed regulator, suitable to operate on 230V,50Hz AC supply conforming to IS: 374/1979.Fan shall be painted with white colour.

EXTERNAL LIGHTING: Supplying and erecting LED street light / Flood light fittings 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 120 to 300 V,Power Factor more than 0.95, THD < 10 %, CCT 3000 K to 5700K, Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt . LED driver efficiency > 85 %.CREE / OSRAM / PHILIPS Lumileds / NICHIA / SEOUL/ BridgeLux (U.S.A.) make LED used for luminaire. ( fittings required LM-79 & LM-80 certificates) Flood Light (IP-65), Surge -4KV,Light must have 440VAC line supply protection. It should withstand 48 hours for 440VAC line supply. above 60 to 90 Watts, Cat-III

BRAKET: Supplying and erecting B class galvanised iron pipe 32 mm outside dia 45 cm long duly welded on 20 cm x 20 cm x 3 mm thick M.S. base plate, erected on wall or corner for mounting street light luminaire with necessary hardware materials duly painted.

SAFETY ACCESSORIES: Supplying & erecting ABC powder type 'Ceasefire' type Fire extinguisher as per IS 13849 or 1 Kg capacity with necessary clamp for erection on wall. (for 2no. LT Room Room)

Supplying stand first AID box with antiseptic cream, medicine for use on wounds due burn, crepe bandage, gauge bandage, medicated ready to use bandage (Band-aid) adhesive tape for medicinal user, Scissors, anti-septic solution (Savlon or similar) etc. (All above contents shall be of standard makes) (For Pump house / LT Room)

Providing and fixing printed instruction chart both in English and Gujarati and duly framed with front glasses, for treatment of person suffering from Electric shock with minimum 50" diagonally size.. (1no. For LT Room)

Supplying 4 mm rubber matting of following thickness as per IS:15652/IEC 61111 (for LT Panel)

Dy. Executive Engineer

P. H. Mechanical Sub Dn Rajkot

Item Description

Supply, installation, testing and commissioning of MS fabricated specials with both side flanges like Blind flange, Elbow, Eccentric/Cocentric tapers, bends, Y Joints, Flanges, ductfoot bend, Puddle pipe, Bell mouth, Tee joint, Reducers, Nut-Bolt, Gaskets Etc of required size & in required quantities as per relevant IS for dilevery, common header & suction line. upto 300 mm dia. Suction Side: 125 mm dia., Delivery Side: 100 mm dia. & Header Side: 200 mm dia.

Supply, installation, testing & commissioning of double flanged cast iron 100 mm Dia. Butterfly Valve as per IS 13095. PN 1.0 rating to be installed on Delivery Side Pipe as per specifications.

Size: 200 mm Dia. PN - 1.0 - Header Side

Supply, installation, painting, testing & commissioning of non-slam, spring action, flanged 200 mm Dia. Dual Plate Check Valve confirming to API 594 & 598 with C.I. body, spring steel spring, S.S. seating with all carbon steel hardware’s and other accessories as per data sheet and specification. PN 1.0 rating to be installed on Header Side Pipe as per specifications.

Size: 100 mm Dia. PN - 1.0 - Delivery Side

Supply at site, storage,Erection, installation, testing & commissioning of ISI mark 125 mm Dia. CI D/F Sluice Valves PD type short body with hand wheel 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. PN 1.0 rating to be installed on Suction Side Pipe as per specifications.

Supply, installation, testing and commissioning of flanged metallic S.S. 125 mm Dia. Expansion Bellows confirming to EJMA standard with all necessary carbon steel hardware’s as per data sheet. PN 1.0 rating to be installed on Suction Side Pipe as per specifications.

Size: 100 mm Dia. PN - 1.0 - Delivery Side

Size: 200 mm Dia. PN - 1.0 - Header Side+Flow Meter

SITC of CI 50 mm Dia. Tempor Proof Flanged Air Valve with Isolation Sluice Valve as per IS 14845 respectively with SS304 float, gun metal nozzle, complete hardware's, bolts, nuts & washers, gaskets etc. including all taxes, Insurance, Transportation, freight charges, Inspection charges, loading, unloading, conveyance to departmental stores, stacking, security etc. as per IS and Specification. PN 1.0 rating to be installed on Header line outside the Pump house as per specifications.

Providing & erecting Single girder type fully electrically operated E.O.T. Crane with electrically operated hoist, class II duty, geared travelling trolley with seven meter lift complete with long travel rail track (40 mm sq. bar), moving or cross girder, all three motions electrically operated by suitable rating motor IP 54, control panel & down pendant control block, brake, safety device, cables form motor to starter panel & other required accessories & tested as per IS Specifications. Capacity: 1 Ton,span,long traveling and lift as per site requirement

Design, Supply at site, storage, installation, testing & commissioning of Bourdon type glycerin filled pressure gauge, +/- 1% accuracy, direct bottom 1/2" NPT(M) process connection, IP 67, SS 304 case with Bayonet type Bazel, SS 316 L Bourdon Tube, SS 316 movement material, Aluminium dial with black gradution on white background, micro zero adjustable pointer, neoprene gasket, blow out disk, shatter proof glass, SS tag plate ets as per IS 3624 complete with siphon tube with isolating cock having range of 0 to 10 Kg/cm2 (1.5 times rated head) 150 mm Ø dial

Supply, Installation, Testing, Commissioning of Full Bore Electromagnetic flow meter with factory calibrated, Regular Power Operated, flanged connection, Flow sensorIndicator, 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, ±0.5% accuracy at 0.3 to 4 m/sec velocity, 4 to 20 mA with HART/Modbus output, IP 67 protection, Die cast aluminium/ polycarbonate/ SS316 with Anticorrosive Paint/ PU finish with glass window enclosure, Inbuilt EEPROM and Data Logger, 30 meters cable length for sensor to transmitter communication etc.alongwith wall mounted/ stand mounted cabinet. Meter Size: 200 mm PN - 1.0 - Header Side

Providing & laying reinforced cement concrete in Thrust Block/Pipe/Valves Supports etc. with tar steel black trap kapchi as coarse aggregate for raft, grillage footing inclusive providing binding necessary size TMT steel bar with centering form work, consolidating as per directive in 1:2:4 ratio. with form work by adding Tar steel bar 50 Kg./ cum

(B) ELECTRICAL EQUIPMENTS SECTION MCCB BOX: Providing and erecting Approved make Four pole moulded case circuit breaker having breaking capacity ICU of 25 KA. at 415 V,having normal current rating up to 25 A to 100A. with Fixed thermal & magnetic release suitable to work on A.C. supply 50 c/s. with all internal connections & complete erected in New 16 G.M.S. housing. 63 AMP cat-III

Lighting Distribution Board (LDB) as under: Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same company of MCB to be used) suitable for Three phase incoming and single phase horizontal type outgoing Per phase isolation type (PPI) single door 6 way Prewired Lighting Distribution Board Suitable to house : Incoming: 63A FP, ELMCB (30mA), Cat-III Outgoing: 20A SP MCB (6 nos.), 16A SP MCB (6 nos.)

MEDIUM VOLTAGE CABLES Supply, laying, testing & commissioning 1.1 kV grade, XLPE insulated, stranded Aluminium conductor, galvanised steel flat strip / round wire armoured, extruded PVC type ST2 sheathed, heavy duty cable (to 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) conforming to IS:7098 (Part-1) & IEC:60502 (Part-1) of following sizes: 4 c X 16 Sq.mmAL XLPE Armoured (For Incomer to MCCB Box to Panel).

3 c X 4 Sq.mmAL XLPE Armoured ( For 5.5 KW Four Motors)

4 C x 6 Sq.mm CU XLPE Armoured (For LDB, EOT, etc.)

Maintenance free Chemical Earthing Supplying & erecting earth pit of minimum bore dia.150mm size approved make Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion free hot dipped G.I.Pipes having Outer pipe dia of 50mm having 80-200 Micron galvanising, Inner pipe dia of 25 mm having 200-250 Micron galvanising, connection terminal dia of 12mm with constant ohmic value surrounded by highly conductive compound with high charge dissipation suitable for following type of applications with chamber and heavy duty cover.(approved make OEM has to submit test certificate) & having back filling compound of (B) Inner chemical (CCM Compound)- Resistivity:- 0.2 / meter testing as per IEC 62561-2017, Voltage drop:- < 1 volt at no load & dry form, Sulphar content:- <2%(C) Back fill Compound :- Earthing compound should be capable to retain moisture for long time Necessary test report must be submitted. For Electrical installation up to 11 KV in normal soil. Length of Pipe : 2.00 mtrs Back filling Compound :1 no. Bag of 25 Kg..(for 1 nos. for LT panel and 1 nos. for Motors )

G.I. Earth Strip Providing and erecting required size HOT deep Galvanised iron strip for earthing of H.T. , OCB/ ACB/ Transformer LT panel board, Motors etc. using proper clamp. (25X6 G.I Strip, 1.17 Kg/m, 1.17x50Mt.=59Kg.)

INTERNAL WIRING:- Mains with 1.1kV grade FRLS PVC insulated ISI marked stranded copper conductor wire in following type of pipe to be erected concealed in /flushed on wall/ ceiling with 1.5 sq. mm copper conductor FRLS PVC insulated stranded wire of green colour for earth continuity of following size. with medium class Rigid PVC pipe and accessories Main wiring with 3 wire 1.5 Sq.mm

Supply,Installation,Testing and Commissioning of Main wiring with 3 wire 2.5 sq. mm as per tender specification / IS

Point wiring for Light/ Bell with 2-1.5 sq. mm & earthwire of 1.5 sq.mm (Green) both are of ISI marked 1.1kV grade FRLS PVC insulated multistrand copper wires, in following type of pipe to be erected concealed in/ on surface on wall/ ceiling complete with 6A Modular type switch/ bell push & accessories and earth continuity of following type, erected on PVC/ Metallic box, single mounting base frame covered with textured/ metallic front plate modules erected on/ in wall/ ceiling as per pipe erected, with necessary Lamp holder/ ceiling rose/ H.D.Connector as directed. with medium class Rigid PVC pipe and accessories-cat.III

Point wiring for Individual Plug with earthwire of 1.5 sq.mm (Green) both are of ISI marked 1.1kV grade FRLS PVC insulated multistrand copper wires, in following type of to be erected concealed in/ on surface of wall/ ceiling complete with Modular type switch & 5 pin Plug erected on PVC/ Metallic box covered with appropriate front plate modules erected on/ in wall/ ceiling as per pipe erected with following type of accessories.For 6A Plug with 2-1.5 sq.mm Cu. Wire with medium class Rigid PVC pipe and accessories.

Point wiring for Individual Plug with earthwire of 1.5 sq.mm (Green) both are of ISI marked 1.1kV grade FRLS PVC insulated multistrand copper wires, in following type of to be erected concealed in/ on surface of wall/ ceiling complete with Modular type switch & 5 pin Plug erected on PVC/ Metallic box covered with appropriate front plate modules erected on/ in wall/ ceiling as per pipe erected with following type of accessories.For 16A Plug with 2-2.5 sq.mm Cu. Wire with medium class Rigid PVC pipe and accessories.

LED LIGHT FIXTURES: Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt assembled on single MCPCB, with housing used as a heat sink shall be made of thick sheet Steel conforming to IS: 513/CRCA/ aluminium die cast powder coated and high U.V. & corrosion resistance with diffuser with company mark/name 120 to 300 V,Power Factor more than 0.9, THD < 10 %, CCT 3000 K to 6500K, Luminaire efficacy> 85 lumens/watt ,LED efficiency-110 lumens/watt LED driver efficiency > 85 % CREE / OSRAM / PHILIPS Lumileds / NICHIA / SEOUL/Bridgelux make LED used for luminaire. ( fitting required LM-79 & LM-80 Certificates) Tube Light with integral/ nonintegral driver 22-24 Watts, Surge - 2KV,IP-20, 4 feet, Cat-III

Providing and erecting Approved make 1200mm sweep ceiling fan, capacitor type, having double ball bearing 450mm down rod, canopies, shackle, rubber bush, blades, electronic speed regulator, suitable to operate on 230V,50Hz AC supply conforming to IS: 374/1979.Fan shall be painted with white colour.

EXTERNAL LIGHTING: Supplying and erecting LED street light / Flood light fittings 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 120 to 300 V,Power Factor more than 0.95, THD < 10 %, CCT 3000 K to 5700K, Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt . LED driver efficiency > 85 %.CREE / OSRAM / PHILIPS Lumileds / NICHIA / SEOUL/ BridgeLux (U.S.A.) make LED used for luminaire. ( fittings required LM-79 & LM-80 certificates) Flood Light (IP-65), Surge -4KV,Light must have 440VAC line supply protection. It should withstand 48 hours for 440VAC line supply. above 60 to 90 Watts, Cat-III

BRAKET: Supplying and erecting B class galvanised iron pipe 32 mm outside dia 45 cm long duly welded on 20 cm x 20 cm x 3 mm thick M.S. base plate, erected on wall or corner for mounting street light luminaire with necessary hardware materials duly painted.

SAFETY ACCESSORIES: Supplying & erecting ABC powder type 'Ceasefire' type Fire extinguisher as per IS 13849 or 1 Kg capacity with necessary clamp for erection on wall. (for 2no. LT Room Room)

Supplying stand first AID box with antiseptic cream, medicine for use on wounds due burn, crepe bandage, gauge bandage, medicated ready to use bandage (Band-aid) adhesive tape for medicinal user, Scissors, anti-septic solution (Savlon or similar) etc. (All above contents shall be of standard makes) (For Pump house / LT Room)

Providing and fixing printed instruction chart both in English and Gujarati and duly framed with front glasses, for treatment of person suffering from Electric shock with minimum 50" diagonally size.. (1no. For LT Room)

Supplying 4 mm rubber matting of following thickness as per IS:15652/IEC 61111 (for LT Panel)

Dy. Executive Engineer

P. H. Mechanical Sub Dn Rajkot

Item Description

Supply, Installation, Testing and commissioning of horizontal monoset sub pump 3 Phase, 400/440 volts, 50 c/s. AC supply and 2900 RPM having capacity Discharge:- 572 LPM, Head :- 12 Mtr, HP: 5.5, Following IS 14220 as per detailed technical specifications MOC : Casing : CI-FG260, Impeller : Bronze & Shaft : SS:410. (One Working & One Standby) (Category SM 2.5.1)

SITC of 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/site, stacking etc. complete. (IS -1239) (Not for well/tube well column pipe) 80 mm Ø GI Heavy Duty Delivery Pipe with Y tee, connection flanges, eccentric nozzles bolts nuts, etc. complete as per relevant IS and requirement complete.

Size : 100 mm Ø GI Heavy Duty Header Pipe.

Supply at site, storage, installation, testing & commissioning of 80 mm Ø and 100 mm Ø GI Special like Y tee, connection flanges, eccentric nozzles bolts nuts, etc. complete as per relevant IS and requirement complete.

Supply at site, storage, installation, testing & commissioning of ISI mark 80 mm Dia CI D/F Refulx valve as per IS 5312 (Latest Edition) of following class and diameter including all taxes, insurance, transportation, frieght charges, octroi, inspection charge, loading Un-loading, conveyence to departmental stores, stacking etc. complete. PN 1.0 rating to be installed on Delivery Side Pipe as per specifications.

Size: 100 mm Dia. CI D/F Refulx valve - PN 1.0 - Header Side

Supply at site, storage,Erection, installation, testing & commissioning of ISI mark 80 mm Dia CI D/F Sluice Valves PD type short body with hand wheel 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. PN 1.0 rating to be installed on Delivery Side Pipe as per specifications.

Size: 100 mm Dia. CI D/F Sluice Valves - PN 1.0 - Header Side

Design, Supply at site, storage, installation, testing & commissioning of Bourdon type glycerin filled pressure gauge, +/- 1% accuracy, direct bottom 1/2" NPT(M) process connection, IP 67, SS 304 case with Bayonet type Bazel, SS 316 L Bourdon Tube, SS 316 movement material, Aluminium dial with black gradution on white background, micro zero adjustable pointer, neoprene gasket, blow out disk, shatter proof glass, SS tag plate ets as per IS 3624 complete with siphon tube with isolating cock having range of 0 to 10 Kg/cm2 (1.5 times rated head) 100 mm Ø dial

Providing & laying reinforced cement concrete in Thrust Block/Pipe/Valves Supports etc. with tar steel black trap kapchi as coarse aggregate for raft, grillage footing inclusive providing binding necessary size TMT steel bar with centering form work, consolidating as per directive in 1:2:4 ratio. with form work by adding Tar steel bar 50 Kg./ cum for all duty point.

(B) ELECTRICAL EQUIPMENTS SECTION MCCB BOX: Providing and erecting Approved make Four pole moulded case circuit breaker having breaking capacity ICU of 25 KA. at 415 V,having normal current rating up to 25 A to 100A. with Fixed thermal & magnetic release suitable to work on A.C. supply 50 c/s. with all internal connections & complete erected in New 16 G.M.S. housing. 32 AMP cat-III

BUSBAR CHAMBER Providing and erecting busbar chamber confirming to IS-375 fabricated from 16 G.M.S. sheet, dust & vermin proof having hinged door with rubber gasket and necessary busbar supports with Aluminium busbar having current density not more than 0.8 Amp. / sq.mm (Rated current / cross section area) duly wrapped with colour insulation tape for phase sequence, three phase & neutral each Suitable for following current capacity with necessary painting mounted on wall or pedestal frame of required size with necessary connections. Suitable for 32 A

Lighting Distribution Board (LDB) as under: Providing and erecting Sheet Steel powder coated MCB distribution board - flush / surface mounted fitted with busbar, neutral link, earth bar and DIN rail, Conforms to IS 8623-1 & 3, IEC 61439-1 & 3 without MCB to house appropriate nos. of MCBs.(The DBs should be used of same company of MCB to be used) suitable for Three phase incoming and single phase horizontal type outgoing Per phase isolation type (PPI) single door 4 way Prewired Lighting Distribution Board Suitable to house : Incoming: 25A FP, ELMCB (30mA), Cat-III Outgoing: 20A SP MCB (4 nos.), 16A SP MCB (4 nos.)

MEDIUM VOLTAGE CABLES Supply, laying, testing & commissioning 1.1 kV grade, XLPE insulated, stranded Aluminium conductor, galvanised steel flat strip / round wire armoured, extruded PVC type ST2 sheathed, heavy duty cable (to 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) conforming to IS:7098 (Part-1) & IEC:60502 (Part-1) of following sizes: 4 c X 10 Sq.mmAL XLPE Armoured (For Incomer to MCCB to Busbar to Control Panel Board)

3 c X 4 Sq.mm PVC flat submersible copper cable (For 5.5 HP Two Motors)

4 C x 4 Sq.mm CU XLPE Armoured (For LDB.)

Maintenance free Chemical Earthing Supplying & erecting earth pit of minimum bore dia.150mm size approved make Earthing Electrode consisting Pipe-in-Pipe Technology as per IS 3043-1987 made of corrosion free hot dipped G.I.Pipes having Outer pipe dia of 50mm having 80-200 Micron galvanising, Inner pipe dia of 25 mm having 200-250 Micron galvanising, connection terminal dia of 12mm with constant ohmic value surrounded by highly conductive compound with high charge dissipation suitable for following type of applications with chamber and heavy duty cover.(approved make OEM has to submit test certificate) & having back filling compound of (B) Inner chemical (CCM Compound)- Resistivity:- 0.2 / meter testing as per IEC 62561-2017, Voltage drop:- < 1 volt at no load & dry form, Sulphar content:- <2%(C) Back fill Compound :- Earthing compound should be capable to retain moisture for long time Necessary test report must be submitted. For Electrical installation up to 11 KV in normal soil. Length of Pipe : 2.00 mtrs Back filling Compound :1 no. Bag of 25 Kg..(for LT panel)

SITC of HOT Dip Galvanized iron strip wire 8 SWG (For cubical panel, LDB, etc.) (8 SWG G.I Strip, 0.103 Kg/m, 0.103 x 50Mt.=5 kg)

INTERNAL POINT WIRING:- Point wiring for Light / Bell with 2-1.5 sq.mm & earth wire of 1.5 sq.mm (Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multi strand copper wires up to 10 mtr length , in below type of pipe erected with 6A Modular type switch / bell push & accessories and earth continuity of following type, erected on PVC / Metallic/Wooden box, single mounting base frame covered with textured/metallic/white front plate modules erected on / in wall / ceiling as per pipe erected, with necessary Lamp holder/ceiling rose / H.D.Connector as directed. (a) with medium class Rigid PVC pipe and accessories erected flushed on wall/ceiling complete. cat-III

Point wiring for Individual Plug with & earth wire of 1.5 sq.mm (Green) both are of ISI marked 1.1 KV grade FRLS PVC insulated multi strand copper wires up to 10 mtr length, in below type of pipe erected complete with Modular type switch & 5 pin Plug erected on PVC / Metallic/Wooden box covered with appropriate front plate modules erected on / in wall / ceiling as per pipe erected with following type of accessories. For 6A Plug and 6 a switch with 2-1.5 sq.mm Cu. Wire from nearby switchboard/mcb db board with medium class Rigid PVC pipe and accessories erected flushed on wall/ceiling complete.(2 nos. for pump floor and 2 nos. panel floor)

Point wiring for Individual Plug with earthwire of 1.5 sq.mm (Green) both are of ISI marked 1.1kV grade FRLS PVC insulated multistrand copper wires, in following type of to be erected concealed in/ on surface of wall/ ceiling complete with Modular type switch & 5 pin Plug erected on PVC/ Metallic box covered with appropriate front plate modules erected on/ in wall/ ceiling as per pipe erected with following type of accessories. For 16A Plug and 16 amp switch with 2-2.5 sq.mm Cu. Wire from mcb db board. with medium class Rigid PVC pipe and accessories erected flushed on wall/ceiling complete

LED LIGHT FIXTURES: Supplying and erecting LED indoor fittings with LEDs of wattage 0.2 Watt to 0.5 Watt assembled on single MCPCB, with housing used as a heat sink shall be made of thick sheet Steel conforming to IS: 513/CRCA/ aluminium die cast powder coated and high U.V. & corrosion resistance with diffuser with company mark/name 120 to 300 V,Power Factor more than 0.9, THD < 10 %, CCT 3000 K to 6500K, Luminaire efficacy> 85 lumens/watt ,LED efficiency-110 lumens/watt LED driver efficiency > 85 % CREE / OSRAM / PHILIPS Lumileds / NICHIA / SEOUL/Bridgelux make LED used for luminaire. ( fitting required LM-79 & LM-80 Certificates) Tube Light with integral/ nonintegral driver 22-24 Watts, Surge - 2KV,IP-20, 4 feet, Cat-III

Providing and erecting Approved make 1200mm sweep ceiling fan, capacitor type, having double ball bearing 450mm down rod, canopies, shackle, rubber bush, blades, electronic speed regulator, suitable to operate on 230V,50Hz AC supply conforming to IS: 374/1979.Fan shall be painted with white colour.

EXTERNAL LIGHTING: Supplying and erecting LED street light / Flood light fittings 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 120 to 300 V,Power Factor more than 0.95, THD < 10 %, CCT 3000 K to 5700K, Uniformity ratio >0.45, Luminaire efficacy> 100 lumens/watt . LED driver efficiency > 85 %.CREE / OSRAM / PHILIPS Lumileds / NICHIA / SEOUL/ BridgeLux (U.S.A.) make LED used for luminaire. ( fittings required LM-79 & LM-80 certificates) Flood Light (IP-65), Surge -4KV,Light must have 440VAC line supply protection. It should withstand 48 hours for 440VAC line supply. above 60 to 90 Watts, Cat-III

BRAKET: B' class galvanised iron pipe 32 mm outside dia 45 cms long duly welded on 20 cms x 20 cms x 3 mm thick M.S. base plate, erected on wall or corner for mounting luminaire with necessary hardware materials duly painted. For wall mounting indoor & Outdoor Flood light Fixtures on wall of Buiding.

SAFETY ACCESSORIES: Supplying & erecting ABC powder type 'Ceasefire' type Fire extinguisher as per IS 13849 or 1 Kg capacity with necessary clamp for erection on wall. (for 2no. LT Room Room)

Supplying stand first AID box with antiseptic cream, medicine for use on wounds due burn, crepe bandage, gauge bandage, medicated ready to use bandage (Band-aid) adhesive tape for medicinal user, Scissors, anti-septic solution (savlon or similar) etc. (All above contents shall be of standard makes) (For Pump house / LT Room)

Providing printed instruction Chart both in English and Gujarati and duly framed with front glasses, for treatment of person suffering from electric shock. (1no. For LT Room)

Supplying 4 mm rubber matting of following thickness as per IS:15652/IEC 61111 (for LT Panel)

Dy. Executive Engineer

P. H. Mechanical Sub Dn Rajkot

Item Description

RCC GSR (description of item for turnkey tender) Preparing structural design of RCC Under Ground / Partially underground / 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 outside 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 in charge.List of Indian Standards for Design of GSR / SUMP:-The structural design of GSR shall be in accordance with provisions relevant I.S standards (1) I.S. 3370 part I & II 2009 or Its latest revision (1.1) I.S. 3370 part III & IV 1965 or Its latest revision (2) I.S. 456-2000 or Its latest revision.(3) I.S. 1893-2000-1984 or Its latest revision.(4) I.S. 875, Part-1 to 3, 1987 or Its latest revision.General Specifications:- (1) Water depth in container shall be adopted as per data of tender. Capacity shall be calculated excluding free board of the reservoir. If water depth is not specified, the suitable water depth / acceptable to field engineer in accordance with hydraulic (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 nearby 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 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,( table meets with during excavation. If GWT/Uplift is mentioned in tender and during excavation it does not meet 7.5% rate shall be reduced. (12) The structure shall be designed properly to resist uplift due to ground water table specified in data or actual ground water (13) SS pipes railing shall be provided over sump periphery when sump height is ≥ 1.5 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 stair case with SS railing to be provided inside reservoir container. BB Masonry stair cabin with MS safety door having locking arrangement to be provided for GSR, Sump and HGLR of capacity more than 7.5 lakhs liter with top slab. If dome is constructed as top slab then provide minimum opening of 900 mm x 2000 mm with curbing and SS railing around. (15) Appearance of structure should be aesthetically good looking acceptable to authority. (16) Any change 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 change 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 litres 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) 75% 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. . All Civil Structural Design for SUMPS shall be Designed For Considering Seismic Zone 3 of Rajkot District Clear Water Sump at Various Villages & Para :50000 Lit Capacity

incl.+5% Cont

Incl.+2% WC

EXECUTIVE ENGINEER

P. H. WORKS DIVISION

RAJKOT

Item Description

Providing and supplying in standard length I.S.I. mark rigid unplasticised PVC pipes suitable for potable water with ring fit joint including cost of rings, as per IS specification No.4985/1988 incl. all local and central taxes, transportation,freight charges, octroi, inspection charges, loading, unloading conveyance to the department stores and incl. cost of jointing material etc.comp 110 mm Dia PVC pipe 6 kg/cm2

Providing and supplying ISI mark CI D/F Sluice Valves of following class and diameter including all taxes,Insurance, transportation, freightcharges, octrol,Inspection charges, loading,unloading,conveyance to department stores,stacking etc.complete.. PN-1.0 with wheel/cap operated (PD type short body) 100 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. A.In all sorts of soil and soft murrum

B.In all hard murrum boulders incl macadam road

C.In soft rock and masonary in CM or LM or lime concrete

Lowering ,laying, fixing and jointing PVC/uPVC/PVC 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. including providing and supplying and fixing of all type PVC/MS specials and fittings suitable to PVC pipe required for LLJ incl. freigtht, loading,unloading stacking insurance and all taxes etc complete. Including additional Job connections to the existing pipeline or structure with all required materials and manpower required for commissioning of pipeline/Structure as per actual site situation. 110 mm Dia PVC pipeline 6 kg/cm2

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. PN-1.0 with wheel/cap operated (PD type short body) 100 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

incl.+5% Cont

EXECUTIVE ENGINEER

P. H. WORKS DIVISION

RAJKOT

Item Description

Operation, maintenance and repairing of Water Supply Scheme in all respect i.e. all the components under the project mainly Pipelines /Civil structures etc. including establishment charges and all equipments / materials / labour for repairing of pipeline and other civil works, as per detailed specification & obligatory requirement for 120 months including supply of water for benificiary villages/Hamlets including satisfactory maintaining the record for the same, recovery of water charges from local bodies/ users for providing water supply First Year

Second Year

Third Year

Forth Year

Fifth Year

Sixth Year

Seventh Year

Eighth Year

Ninth year

Tenth Year

EXECUTIVE ENGINEER

P. H. WORKS DIVISION

RAJKOT

Item Description

Comprehensive Operation and Maintenance of the Pumping Station Premises, Plant Machineries and Electrical Equipments Installed at Head Works by Engaging Necessary Semi skilled Man power cum security man, as per tender Requirement with Providing & Utilizing Necessary Lubricants, Tool Kit and all other Running Consumbles as well as Routine Plant and Emergency Break down Maintenance and all Minor Preventive repairs to all Installed Plant Machineries / Equipments and Preparation, for Maintenance and Preservation of Record for Pumping Machinery Utilization, Energy Consumption, Qty. of Water Pumped etc. and Submitted to Office in Prescribed Proforma Including Stationery Materials as per Instruction of Engineer In-Charge Comprehensive O & M Work for First Year Navimengani SHW

Comprehensive O & M Work for Second Year Navimengani SHW

Comprehensive O & M Work for Third YearNavimengani SHW

Comprehensive O & M Work for Forth YearNavimengani SHW

Comprehensive O & M Work for Fifth YearNavimengani SHW

Comprehensive O & M Work for Sixth YearNavimengani SHW

Comprehensive O & M Work for Seventh YearNavimengani SHW

Comprehensive O & M Work for Eighth YearNavimengani SHW

Comprehensive O & M Work for Ninth yearNavimengani SHW

Comprehensive O & M Work for Tenth YearNavimengani SHW

Comprehensive O & M Work for First Year HGLR at Makhavad

Comprehensive O & M Work for Second Year HGLR at Makhavad

Comprehensive O & M Work for Third YearHGLR at Makhavad

Comprehensive O & M Work for Forth YearHGLR at Makhavad

Comprehensive O & M Work for Fifth YearHGLR at Makhavad

Comprehensive O & M Work for Sixth YearHGLR at Makhavad

Comprehensive O & M Work for Seventh YearHGLR at Makhavad

Comprehensive O & M Work for Eighth YearHGLR at Makhavad

Comprehensive O & M Work for Ninth yearHGLR at Makhavad

Comprehensive O & M Work for Tenth YearHGLR at Makhavad

Comprehensive O & M Work for First Year HGLR at Pipaliya

Comprehensive O & M Work for Second Year HGLR at Pipaliya

Comprehensive O & M Work for Third YearHGLR at Pipaliya

Comprehensive O & M Work for Forth YearHGLR at Pipaliya

Comprehensive O & M Work for Fifth YearHGLR at Pipaliya

Comprehensive O & M Work for Sixth YearHGLR at Pipaliya

Comprehensive O & M Work for Seventh YearHGLR at Pipaliya

Comprehensive O & M Work for Eighth YearHGLR at Pipaliya

Comprehensive O & M Work for Ninth yearHGLR at Pipaliya

Comprehensive O & M Work for Tenth YearHGLR at Pipaliya

Executive Engineer

P.H.Mechanical Division, Rajkot

Operation & Maintenance (One Year)

Description

For Proposed Components

All Proposed Civil work - U/G Sump,ESR,Pump house,Compound wall, Staff Quaters Operation, Maintenance and repair work

Civil -WTP at HW - Operation, Maintenance and repair work

Civil - Pipe line Outside HW & between HWs- metallic pipes (Excl-Crop proposals and Utility Crossing)

Civil - Pipe line Outside HW & between HWs- Non-Metallic Pipes (Excl-Crop proposals and Utility Crossing)

For Existing Components (As per Attached List)

All existing Civil structures proposed to utilized for O&M like U/G Sump,ESR,Pump house, Compound wall, Staff Quaters and All Metalic and Non Metalic Pipelines : Operation, Maintenance and repair work for existing civil components and associated existing RM/GM and distribution pipelines of (1) Makhavad HGLR SHW (2) Ribda ESR SHW, (3) Navimengani SHW (4) Pipaliya HGLR SHW

Establishments (For One year)

Designation

Navimengani SHW

Insurance

Inflation applied

EXECUTIVE ENGINEER

P. H. WORKS DIVISION

RAJKOT

District: Rajkot

Average Water Demand in MLD

Executive Engineer

P.H.Works Division

Rajkot

District: Rajkot

Executive Engineer

P.H.Works Division

Rajkot

District: Rajkot

Name of HW/SHW

Comprehensive O & M Work for First Year Navimengani SHW

Comprehensive O & M Work for Second Year Navimengani SHW

Comprehensive O & M Work for Third YearNavimengani SHW

Comprehensive O & M Work for Forth YearNavimengani SHW

Comprehensive O & M Work for Fifth YearNavimengani SHW

Comprehensive O & M Work for Sixth YearNavimengani SHW

Comprehensive O & M Work for Seventh YearNavimengani SHW

Comprehensive O & M Work for Eighth YearNavimengani SHW

Comprehensive O & M Work for Ninth yearNavimengani SHW

Comprehensive O & M Work for Tenth YearNavimengani SHW

Comprehensive O & M Work for First Year HGLR at Makhavad

Comprehensive O & M Work for Second Year HGLR at Makhavad

Comprehensive O & M Work for Third YearHGLR at Makhavad

Comprehensive O & M Work for Forth YearHGLR at Makhavad

Comprehensive O & M Work for Fifth YearHGLR at Makhavad

Comprehensive O & M Work for Sixth YearHGLR at Makhavad

Comprehensive O & M Work for Seventh YearHGLR at Makhavad

Comprehensive O & M Work for Eighth YearHGLR at Makhavad

Comprehensive O & M Work for Ninth yearHGLR at Makhavad

Comprehensive O & M Work for Tenth YearHGLR at Makhavad

Comprehensive O & M Work for First Year HGLR at Pipaliya

Comprehensive O & M Work for Second Year HGLR at Pipaliya

Comprehensive O & M Work for Third YearHGLR at Pipaliya

Comprehensive O & M Work for Forth YearHGLR at Pipaliya

Comprehensive O & M Work for Fifth YearHGLR at Pipaliya

Comprehensive O & M Work for Sixth YearHGLR at Pipaliya

Comprehensive O & M Work for Seventh YearHGLR at Pipaliya

Comprehensive O & M Work for Eighth YearHGLR at Pipaliya

Comprehensive O & M Work for Ninth yearHGLR at Pipaliya

Comprehensive O & M Work for Tenth YearHGLR at Pipaliya

Executive Engineer

P.H.Mechanical Division, Rajkot

Navimengani SHW

Being a Regional Water Supply Scheme, the Scheme Shall Run as Under

Assuming 12 Months Water Supplied During One Year as Operating Period.

ESTABLISHMENT

One Experienced Operator Cum Wireman Cum Chowkidar / Day ( Shift / Day ) Semi skilled

Rate X

REPAIR PROVISION

Pumping Machinery Purchase Cost with S.I.T.C Work Rs.

Repair Provision is taken @ (0% per Year for New M/Cs i.e. 0% of Purchase Cost for 12 Months.

Now, Repair Provision =

PLANT & MACHINERY INSURANCE PROVISION

Plant & Machinery Insurance Provision is taken @ Rs. 1.95 / 1000 per Year.

All Risk Insurance Provision for Establishment is taken @ Rs. 42.80 / 1000 per Year.

Now, Insurance Provision =

ESTABLISHMENT

REPAIR PROVISION

PLANT & MACHINERY INSURANCE PROVISION

TOTAL AMOUNT (A+B+C)

Dy. Executive Engineer

P. H. Mechanical Sub Dn No.2, Rajkot

Navimengani SHW

Being a Regional Water Supply Scheme, the Scheme Shall Run as Under

Assuming 12 Months Water Supplied During One Year as Operating Period.

ESTABLISHMENT

One Experienced Operator Cum Wireman Cum Chowkidar / Day ( Shift / Day ) Semi skilled

Rate X

REPAIR PROVISION

Pumping Machinery S.I.T.C Work Cost (M & R considering 5 % / yr)

Repair Provision is taken @ 5% per Year for Mechanical Items M/Cs i.e. 5% of Purchase Cost for 12 Months

Now, Repair Provision =

PLANT & MACHINERY INSURANCE PROVISION

Plant & Machinery Insurance Provision is taken @ Rs. 1.95 / 1000 per Year.

All Risk Insurance Provision for Establishment is taken @ Rs. 42.80 / 1000 per Year.

Now, Insurance Provision =

ESTABLISHMENT

REPAIR PROVISION

PLANT & MACHINERY INSURANCE PROVISION

TOTAL AMOUNT (A+B+C)

Dy. Executive Engineer

P. H. Mechanical Sub Dn No.2, Rajkot

HGLR at Makhavad

Being a Regional Water Supply Scheme, the Scheme Shall Run as Under

Assuming 12 Months Water Supplied During One Year as Operating Period.

ESTABLISHMENT

One Experienced Operator Cum Wireman Cum Chowkidar / Day ( Shift / Day ) Semi skilled

Rate X

REPAIR PROVISION

Pumping Machinery Purchase Cost with S.I.T.C Work Rs.

Repair Provision is taken @ (0% per Year for New M/Cs i.e. 0% of Purchase Cost for 12 Months.

Now, Repair Provision =

PLANT & MACHINERY INSURANCE PROVISION

Plant & Machinery Insurance Provision is taken @ Rs. 1.95 / 1000 per Year.

All Risk Insurance Provision for Establishment is taken @ Rs. 42.80 / 1000 per Year.

Now, Insurance Provision =

ESTABLISHMENT

REPAIR PROVISION

PLANT & MACHINERY INSURANCE PROVISION

TOTAL AMOUNT (A+B+C)

Dy. Executive Engineer

P. H. Mechanical Sub Dn No.2, Rajkot

HGLR at Makhavad

Being a Regional Water Supply Scheme, the Scheme Shall Run as Under

Assuming 12 Months Water Supplied During One Year as Operating Period.

ESTABLISHMENT

One Experienced Operator Cum Wireman Cum Chowkidar / Day ( Shift / Day ) Semi skilled

Rate X

REPAIR PROVISION

Pumping Machinery S.I.T.C Work Cost (M & R considering 5 % / yr)

Repair Provision is taken @ 5% per Year for Mechanical Items M/Cs i.e. 5% of Purchase Cost for 12 Months

Now, Repair Provision =

PLANT & MACHINERY INSURANCE PROVISION

Plant & Machinery Insurance Provision is taken @ Rs. 1.95 / 1000 per Year.

All Risk Insurance Provision for Establishment is taken @ Rs. 42.80 / 1000 per Year.

Now, Insurance Provision =

ESTABLISHMENT

REPAIR PROVISION

PLANT & MACHINERY INSURANCE PROVISION

TOTAL AMOUNT (A+B+C)

Dy. Executive Engineer

P. H. Mechanical Sub Dn No.2, Rajkot

HGLR at Pipaliya

Being a Regional Water Supply Scheme, the Scheme Shall Run as Under

Assuming 12 Months Water Supplied During One Year as Operating Period.

ESTABLISHMENT

One Experienced Operator Cum Wireman Cum Chowkidar / Day ( Shift / Day ) Semi skilled

Rate X

REPAIR PROVISION

Pumping Machinery Purchase Cost with S.I.T.C Work Rs.

Repair Provision is taken @ (0% per Year for New M/Cs i.e. 0% of Purchase Cost for 12 Months.

Now, Repair Provision =

PLANT & MACHINERY INSURANCE PROVISION

Plant & Machinery Insurance Provision is taken @ Rs. 1.95 / 1000 per Year.

All Risk Insurance Provision for Establishment is taken @ Rs. 42.80 / 1000 per Year.

Now, Insurance Provision =

ESTABLISHMENT

REPAIR PROVISION

PLANT & MACHINERY INSURANCE PROVISION

TOTAL AMOUNT (A+B+C)

Dy. Executive Engineer

P. H. Mechanical Sub Dn No.2, Rajkot

HGLR at Pipaliya

Being a Regional Water Supply Scheme, the Scheme Shall Run as Under

Assuming 12 Months Water Supplied During One Year as Operating Period.

ESTABLISHMENT

One Experienced Operator Cum Wireman Cum Chowkidar / Day ( Shift / Day ) Semi skilled

Rate X

REPAIR PROVISION

Pumping Machinery S.I.T.C Work Cost (M & R considering 5 % / yr)

Repair Provision is taken @ 5% per Year for Mechanical Items M/Cs i.e. 5% of Purchase Cost for 12 Months

Now, Repair Provision =

PLANT & MACHINERY INSURANCE PROVISION

Plant & Machinery Insurance Provision is taken @ Rs. 1.95 / 1000 per Year.

All Risk Insurance Provision for Establishment is taken @ Rs. 42.80 / 1000 per Year.

Now, Insurance Provision =

ESTABLISHMENT

REPAIR PROVISION

PLANT & MACHINERY INSURANCE PROVISION

TOTAL AMOUNT (A+B+C)

Dy. Executive Engineer

P. H. Mechanical Sub Dn No.2, Rajkot

Item Description

Comprehensive Operation and Maintenance of the project mainly Water Treatment Plant, different class, type and diameter pipes, pump houses, Sumps, RCC ESR, H.G.L.R, Sluice valves, Flow meters, Non-return valve, Pump, motor, capacitor, L.T. Panels, L.T. cables and transformer installed at Headwork and Sub headwork. Work includes replacement of spares for all equipment and maintenance of all civil structures and all electro-mechanical installation etc. complete. Including submission of periodic MIS reports on software. Supply of potable water in accordance, maintaining residual chlorine, and all consumables. All type operations, preventive maintenance, overhauls and repair/ break down maintenance for civil / mechanical & electrical works. Providing prescribed nos. of qualified and experienced staff for overall management of O&M work as per detailed specification & obligatory requirement for 60 months. Excluding electric power, raw water cost, chlorine, PAC and bleaching powder under Augmentation of Ribda Group water supply schemes of Tal.- Gondal, K_Sangani, Lodhika Dist.- Rajkot as per tender. Part A: Operation & Maintenance of Civil & Electromechanical assets as per this contract for the Augmentation of Ribda Group water supply scheme/s, including supply of <Required> MLD potable water to all the hamlets & 20 villages for 120 months period. Taluka: Gondal, K_Sangani, Lodhika Dist.- Rajkot based on Chibhada HW of Lodhika Group and Padvala HW of Kotda Group Excluding supply of PAC, bleaching powder and chlorine gas. First Year :with effect of 1st year DLP for new components

Second Year : with effect of 2nd year DLP for new components

Third Year : with effect of 3rd year DLP for new components

Forth Year :

Fifth Year :

Sixth Year :

Seventh Year :

Eighth Year :

Ninth year :

Tenth Year :

Executive Engineer

P.H.Works Division

Rajkot

Item Description

Comprehensive Operation and Maintenance of the project mainly Water Treatment Plant, different class, type and diameter pipes, pump houses, Sumps, RCC ESR, H.G.L.R, Sluice valves, Flow meters, Non-return valve, Pump, motor, capacitor, L.T. Panels, L.T. cables and transformer installed at Headwork and Sub headwork. Work includes replacement of spares for all equipment and maintenance of all civil structures and all electro-mechanical installation etc. complete. Including submission of periodic MIS reports on software. Supply of potable water in accordance, maintaining residual chlorine, and all consumables. All type operations, preventive maintenance, overhauls and repair/ break down maintenance for civil / mechanical & electrical works. Providing prescribed nos. of qualified and experienced staff for overall management of O&M work as per detailed specification & obligatory requirement for 60 months. Excluding electric power, raw water cost, chlorine, PAC and bleaching powder under Augmentation of Ribda Group water supply schemes of Tal.- Gondal, K_Sangani, Lodhika Dist.- Rajkot as per tender. Part B : Maintenance activities, measured and paid separately, such as painting, cleaning of reservoirs/ tanks, procurement and replacement of filter media etc complete as per this tender document Payment will be made in proportion to the change in actual quantity measured against the fixed quantity indicated in the respective items. First Year : PART B2: Cleaning of Storage (At the ending of 6th & 12 th Month of 1st year of O&M Period) Cleaning of Storage reservoir: UG sumps, ESR, HGLR/ GLCC (For 2 Sump/HGLR +2 ESR)/Cycle every six months (20 times in the 10 Year period) First Year

Second Year:PART B2: Cleaning of Storage (At the ending of 6th & 12 th Month of 2nd year of O&M Period) Cleaning of Storage reservoir: UG sumps, ESR, HGLR/ GLCC ( 2 Sump/HGLR +2 ESR))/Cycle every six months (20 times in the 10 Year period) Second Year

Third Year: PART B2: Cleaning of Storage (At the ending of 6th & 12 th Month of 3rd year of O&M Period) Cleaning of Storage reservoir: UG sumps, ESR, HGLR/ GLCC ( For 2 Sump/HGLR +2 ESR)/Cycle every six months (20 times in the 10 Year period) Third Year

Forth Year:PART B1:Painting Maintanance: 1st Cycle at Mid of Forth year of O&M Period (i) Cement paint-3 Coat:Inside-Outside Painting to all Functional civil structures For 3024 Sqm/Cycle for Sumps/HGLR-2N+ESR-2N+PH-2N+C Wall-3Location in a Lot (4 time in the 10 Year period) Forth Year

Forth Year:PART B1:Painting Maintanance: 1st Cycle at Mid of Forth year of O&M Period (ii) Enamel paint-3 Coat: Oil paint colour: All type of doors, windows, ventilation, shutter, pump, motor, all valves & equipment inside pump house, transformer yard, D.P. structure, transformer etc For 140 Sqm/Cycle in a Lot (4 time in the 10 Year period) Epoxy 2 Coats:Food Grade epoxy coat: Inside of storage reservoir/ tanks (4 time in the 10 Year period) Forth Year

Forth Year:PART B1:Painting Maintanance: 1st Cycle at Mid of Forth year of O&M Period (iii) Epoxy 2 Coats:Food Grade epoxy coat: Inside of storage reservoir/ tanks For 1620 Sqm/Cycle for 2 Sump/HGLR +2 ESR ) (4 time in the 10 Year period) Forth Year

Forth Year:PART B2: Cleaning of Storage (At the ending of 6th & 12 th Month of 4th year of O&M Period) Cleaning of Storage reservoir: UG sumps, ESR, HGLR/ GLCC ( For 2 Sump/HGLR +2 ESR)/Cycle every six months (20 times in the 10 Year period) Forth Year

Fifth Year:PART B2: Cleaning of Storage (At the ending of 6th & 12 th Month of 5th year of O&M Period) Cleaning of Storage reservoir: UG sumps, ESR, HGLR/ GLCC ( For 2Sump/HGLR +2 ESR)/Cycle every six months (20 times in the 10 Year period) Fifth Year

Seventh Year:PART B1:Painting Maintanance: 2nd Cycle at End of Seventh year of O&M Period (i) Cement paint-3 Coat:Inside-Outside Painting to all Functional civil structures For 3024 Sqm/Cycle for Sumps/HGLR-2N+ESR-2N+PH-2N+C Wall-3Location in a Lot (4 time in the 10 Year period) Seventh Year

Seventh Year:PART B1:Painting Maintanance: 2nd Cycle at End of Seventh year of O&M Period (ii) Enamel paint-3 Coat: Oil paint colour: All type of doors, windows, ventilation, shutter, pump, motor, all valves & equipment inside pump house, transformer yard, D.P. structure, transformer etc For 140 Sqm/Cycle in a Lot (4 time in the 10 Year period) Epoxy 2 Coats:Food Grade epoxy coat: Inside of storage reservoir/ tanks (4 time in the 10 Year period) Seventh Year

Seventh Year:PART B1:Painting Maintanance: 2nd Cycle at End of Seventh year of O&M Period (iii) Epoxy 2 Coats:Food Grade epoxy coat: Inside of storage reservoir/ tanks For 1620 Sqm/Cycle for 2Sump/HGLR +2 ESR ) (4 time in the 10 Year period) Seventh Year

Sixth Year: PART B2: Cleaning of Storage (At the ending of 6th & 12 th Month of 6th year of O&M Period) Cleaning of Storage reservoir: UG sumps, ESR, HGLR/ GLCC (2 Sump/HGLR +2 ESR)/Cycle every six months (20 times in the 10 Year period) Sixth Year

Seventh Year: PART B2: Cleaning of Storage (At the ending of 6th & 12 th Month of 7th year of O&M Period) Cleaning of Storage reservoir: UG sumps, ESR, HGLR/ GLCC (2 Sump/HGLR +2 ESR)/Cycle every six months (20 times in the 10 Year period) Seventh Year

Eighth Year: PART B2: Cleaning of Storage (At the ending of 6th & 12 th Month of 8th year of O&M Period) Cleaning of Storage reservoir: UG sumps, ESR, HGLR/ GLCC (2Sump/HGLR +2 ESR)/Cycle every six months (20 times in the 10 Year period) Eighth Year

Ninth Year: PART B2: Cleaning of Storage (At the ending of 6th & 12 th Month of 9th year of O&M Period) Cleaning of Storage reservoir: UG sumps, ESR, HGLR/ GLCC (2Sump/HGLR +2 ESR)/Cycle every six months (20 times in the 10 Year period) Ninth Year

Tenth Year:PART B1:Painting Maintanance: 4th Cycle at End of Tenth year of O&M Period (i) Cement paint-3 Coat:Inside-Outside Painting to all Functional civil structures :Approx 3024 Sqm/Cycle for Sumps/HGLR-2N+ESR-2N+PH-2N+C Wall-3Location in a Lot (4 time in the 10 Year period) Tenth

Tenth Year:PART B1:Painting Maintanance: 4th Cycle at End of Tenth year of O&M Period (ii) Enamel paint-3 Coat: Oil paint colour: All type of doors, windows, ventilation, shutter, pump, motor, all valves & equipment inside pump house, transformer yard, D.P. structure, transformer etc Approx 140 Sqm/Cycle in a Lot (4 time in the 10 Year period) Epoxy 2 Coats:Food Grade epoxy coat: Inside of storage reservoir/ tanks (4 time in the 10 Year period) Tenth Year

Tenth Year:PART B1:Painting Maintanance: 4th Cycle at End of Tenth year of O&M Period (iii) Epoxy 2 Coats:Food Grade epoxy coat: Inside of storage reservoir/ tanks (Approx 1620 Sqm/Cycle for 2Sump/HGLR +2 ESR ) (4 time in the 10 Year period) Tenth Year

Tenth Year:PART B2: Cleaning of Storage (At the ending of 6th & 12 th Month of 10th year of O&M Period) Cleaning of Storage reservoir: UG sumps, ESR, HGLR/ GLCC (2 Sump/HGLR +2 ESR)/Cycle every six months (20 times in the 10 Year period) Tenth Year

Executive Engineer

P.H.Works Division

Rajkot

Sequence of Year

For Proposed & Existing Civil-Mech

Amount of B2: Cleaning of Storage

First Year

Second Year

Third Year

Forth Year

Fifth Year

Sixth Year

Seventh Year

Eighth Year

Ninth year

Tenth Year

Total Cost for 10 Year

EXECUTIVE ENGINEER

P. H. WORKS DIVISION

RAJKOT

EXECUTIVE ENGINEER

P. H. WORKS DIVISION

RAJKOT

Operation & Maintenance (One Year)

Description

For Proposed Components

Civil - U/G Sump,ESR,Pump house,Compound wall, Staff Quaters Operation, Maintenance and repair work

Civil -WTP at _____ HW - Operation, Maintenance and repair work

Civil - Pipe line Outside HW & between HWs- metallic pipes

Civil - Pipe line Outside HW & between HWs- Non-Metallic Pipes

Pumping Machinery with electro mechanical installation

For Existing Components (As per Attached List)

All Civil structures like U/G Sump,ESR,Pump house, Compound wall, Staff Quaters and Metalic and Non Metalic Pipelines and Operation, Maintenance and repair work for existing civil components and associated existing RM/GM and distribution pipelines of entire network to be utilized for the scheme

Pumping Machinery with electro mechanical installation

Establishments (For One year)

Designation

Navimengani SHW

Operators (1 YoE)

for filter plant and chlorination

for pumping station

Pipeline inspection, repair and distribution

Pipe Fitter (0.5 YoE)

Valve man (0.5 YoE)

Helpers

for fitter

for filter plant operators

for pump operators

for laboratory (sampling testing)

Utility vehicle (4-seater pickup) As per EM SOR Section C Item 10A: Non AC upto 2000 KM

Inflation applied

EXECUTIVE ENGINEER

P. H. WORKS DIVISION

RAJKOT

Position

Operators (1 YoE)

for filter plant and chlorination

for pumping station

Pipeline inspection, repair and distribution

Pipe Fitter (0.5 YoE)

Valve man (0.5 YoE)

Helpers

for fitter

for filter plant operators

for pump operators

for laboratory (sampling testing)

EXECUTIVE ENGINEER

P. H. WORKS DIVISION

RAJKOT

Operation, Maintenance and repair work (For existing Components)

Description

Makhavad HGLR SHW:

Existing Civil Structure for O&M

Sumps (HGLR)

Compound Wall

Pipeline (Existing)

Makhavad HGLR to Navimengani SHW section

Navi Mengani SHW

Existing Civil Structure for O&M

Pipeline (Existing)

Navi Mengani SHW ESR upto Thordi

Onward Thordi to B/F of Champabeda

B/F of Champabeda to Champabeda

Kalambhadi Branch

Kalambhadi B/F upto Nonghanchora

Nonghanchora Branch

Onward Nonghanchora to Anida Vachhara

Navi Mengani SHW ESR to Junction point near Navi Mengani

Junction near Navimengani to Navimengani branch

Junction near Navimengani to Patiyali

Onward Patiyali to Ambaliyara

Ribda ESR Based SHW

Existing Civil Structure for O&M

Pipeline (Existing)

Ribda ESR to HGLR section connecting

Onward Ribda to Sadakpipaliya section

Onward Sadak Pipaliya to HGLR (ESR-HGLR Section)

Ribda ESR to Ribda-Rib Section

Rib-Mungavadi-Daliya-Valadhari Section

Pipaliya HGLR SHW

Existing Civil Structure for O&M

Compound wall

Pipeline (Existing)

Pipaliya HGLR-to Old B/F of Bharudi

EXECUTIVE ENGINEER

P. H. WORKS DIVISION

RAJKOT

Part B : For Proposed & Existing Work : Maintenance activities, measured and paid separately, such as painting, cleaning of reservoirs/ tanks, procurement and replacement of filter media etc complete as per this tender document

At Rate including 0% yearly inflation

Cement paint-3 Coat:Inside-Outside Painting to all Functional civil structures, as per schedule (3 time in the 10 Year period)

Existing

Proposed

Proposed

Existing

Proposed

Proposed

Proposed/Existing

Enamel paint-3 Coat: Oil paint colour: All type of doors, windows, ventilation, shutter, pump, motor, all valves & equipment inside pump house, transformer yard, D.P. structure, transformer etc (Three time in the 10 Year period)

Existing

Proposed

Proposed

Existing

Proposed

Proposed

Proposed/Existing

Epoxy 2 Coats:Food Grade epoxy coat: Inside of storage reservoir/ tanks as per schedule. (Three time in the 10 Year period)

Existing

Proposed

Proposed

Existing

Cleaning of Storage reservoir: UG sumps, ESR, HGLR/ GLCC and all village level sumps every six months (20 times in the 10 Year period)

Proposed

Existing

Existing

Proposed

Procurement & replacement of filter media: Effective size of filter sand 0.45 to 0.70 mm, uniformity coefficient not more than 1.7 nor less than 1.3, depth of filter 0.75 M, freeboard 50 cm, gravel 0.45 M in depth, sand and gravel conforming to IS: 8491 (i) – 77. (every six months)

Other Scheme

EXECUTIVE ENGINEER

P. H. WORKS DIVISION

RAJKOT

Without GST

WTP:1-5 MLD

Structural & Door Window Sqm>>

Wall Outside Sqm>>

WTP:10-15 MLD

Wall Outside Sqm>>

WTP:15-20 MLD

WTP:20-25 MLD

Wall Outside Sqm>>

Structural & Door Window Sqm>>

Structural & Door Window Sqm>>

PH:165-185 Sqm

Estimation of Scheduled Maintanace of components:

Description

Makhavad HGLR Based SHW:

Proposed Structure

Pump House CW

Pipeline (Proposed)

Connecting line to Navimengani SHW

Existing Civil Structure for O&M

Sumps (HGLR)

Compound Wall

Pipeline (Existing)

Makhavad HGLR to Navimengani SHW section

Navi Mengani SHW

Proposed Structure

Sumps

Pump House

Compound wall at Sump site

Compound wall at ESR Site

Existing Civil Structure for O&M

Pipeline (Proposed)

Navi Mengani SHW Sump to ESR

Navi Mengani SHW ESR to Juni Mengani

Navi Mengani SHW ESR to Thordi

B/F near Chamoabeda to Kalambhadi B/F

Kalambhadi Junction to Nonghanchora

Junction near Navimengani upto Patiyali

Patiyali B/F to Hadmatala Village Sump

Junction near Navimengani to Navimengani branch connection

Pipeline (Existing)

Navi Mengani SHW ESR upto Thordi

Onward Thordi to B/F of Champabeda

B/F of Champabeda to Champabeda

B/F of Champabeda to Champabeda

Kalambhadi Branch

Kalambhadi B/F upto Nonghanchora

Nonghanchora Branch

Nandhu na Pipaliya Branch

Onward Nonghanchora to Anida Vachhara

Navi Mengani SHW ESR to Junction point near Navi Mengani

Junction near Navimengani to Navimengani branch

Junction near Navimengani to Patiyali

Onward Patiyali to Ambaliyara

Ribda ESR Based SHW

Proposed Structure

Existing Civil Structure for O&M

Pipeline (Proposed)

Ribda ESR to Sadakpipaliya section connecting

Onward Ribda upto Sadak Pipaliya (ESR-HGLR Section)

Pipeline (Existing)

Ribda ESR to HGLR section connecting

Onward Ribda to Sadakpipaliya section

Sadakpipaliya Connecting Branch

Onward Sadak Pipaliya to HGLR (ESR-HGLR Section)

Ribda ESR to Ribda-Rib Section

Rib-Mungavadi-Daliya-Valadhari Section

Pipaliya HGLR SHW

Proposed Structure

Pump House

Existing Civil Structure for O&M

Compound wall

Pipeline (Proposed)

Pipaliya HGLR-Bharudi

Onward Old B/F of Bharudi to B/F of Bhunava

Bhunava Branch

B/F of Bhunava to Biliyala

Pipeline (Existing)

Pipaliya HGLR-to Old B/F of Bharudi

Establishments (For One year)

Designation

Navimengani SHW

EXECUTIVE ENGINEER

P. H. WORKS DIVISION

RAJKOT

Description

Proposed Machinery for O&M

Navi Mengani Clear Water SHW

Pumping Machinery with All allied Electrical appliances and Installation associated with Pumping Machinery at Navi Mengani Sump SHW site for Rising Main of CW Sump to ESR of SHW

Makhavad Clear Water Boosting SHW

Pumping Machinary with All allied Electrical appliances and Installation associated with Pumping Machinery at Makhavad HGLR SHW for Boosting from Makhavad HGLR to Navimengani SHW Sump

Pipaliya Clear Water Boosting SHW

Pumping Machinery with All allied Electrical appliances and Installation associated with Pumping Machinery at Pipaliya HGLR SHW site for Boosting to Bhunava-Biliyala section

Establishments (For through out period)

Designation

Makhavad Clear Water Boosting SHW

Executive Engineer

P.H.Mechanical Division, Rajkot

DIA. OF PIPELINE

Length of Existing Work

70%MS Clamps/30% CID Joint

30%MS Clamps/70% CID Joint

250 mm dia D. I.

200 mm dia D. I.

150 mm dia D. I.

100% MS Clamps

30%MS Clamps/70% CID Joint

30%MS Clamps/70% CID Joint

250 mm dia PVC 6 Kg

200 mm dia PVC 6 Kg

160 mm dia PVC 6 Kg

140 mm dia PVC 6 Kg

110 mm dia PVC 6/8 Kg

90 mm dia PVC 6 Kg

EXECUTIVE ENGINEER

P. H. WORKS DIVISION

RAJKOT

District: Rajkot

Village/ ULB/ hamlet name

Zone-1.0 : Lodhika Group's Chibhada HW>Makhavad HGLR>

Thordi

Champabeda

Kalambhdi

Nadhu Pipaliya

Noghanchora

Anida

Juni Mengani

Navi Mengani

Patiyali

Hadamatala

Ambaliala

Zone-2.0 : Kotda Group's Padvala HW>Ribda ESR>

Ribda

Mungavavdi

Daliya

Valadhari

Sadak Pipaliya

Bharudi

Bhunava

Biliyala

Executive Engineer

P.H.Works Division

Rajkot