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| 1 | Well Deepning (12.5 to 18.5 m Depth , 7 m Dia.) Item No1 Horizontal Bore30 m length 4 No.sTaking Horizontal boreof30M Length & 4 Nos (as per GSDA certificate)GSDA DSR 21-22 P NO.1l No. A1 |
| 2 | Item No2 Desilting the Supply Well, Intake Well / Head Works, Sump of water supply / sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 150 M as required beyond the work site, stacking, spreading, including necessary guarding, etc. complete, as directed by Engineer-in-charge. Lift10.50 to 12.00 M |
| 3 | Lift 12.00 to 13.50 M |
| 4 | Item No.3 Excavationin generalinhard material comprisingofsoftrock,hardrock,Manjara rock,etc,byblasting/controlledblasting,chisellingasrequiredinwetordry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including baricading, guarding, disposingoffsurplusexcavatedstuffwithinaradiusof0.5km.asdirectedby Engineer-in-charge, excluding refillingLift 12.00to 13.50 M MJP SSR 2021-22 Item No. 11.a PG. No. 45 |
| 5 | Lift 13.50 to 15.00 M |
| 6 | Lift 15.00 to 16.50 M |
| 7 | Lift 16.50 to 18.00 M |
| 8 | Lift 18.00 to 19.50 M |
| 9 | ITEM NO.9 Dewateringtheexcavatedtrenchesandpoolsofwaterinthe buildingtrenches/ pipeline trenches,well works by using pumps and other devices including disposing offwatertosafedistanceasdirectedbyEngineer-in-charge(includingcostof machinery, labour, fuel), etc. complete.7.5 BHP pumps daily 8 hrs for 20days MJP SSR 2021-22 Item No. 6.a PG. No. 229 |
| 10 | ITEM NO.13 Carrying out recuperation/ yield test for asserting the discharge of constructed well/ excavated profile as directed by Engineer-incharge. The test is carried out by drawing down water from the well/profile below normal/ subsoil water level upto full depth rise in water level is recorded. The normal water level/ subsoil water level in the well/ profile as well as stainer/ suction level at pump as per design of W.S. scheme shall be recorded prior to the test including cost of all materials, overhead, labourers, etc. completed as directed.Lps less than 25,000 Increase 10% for Hilly area MJP SSR 2021-22 Item No. 17PG. No. 231 |
| 11 | PUMPING MACHINARY FOREx.SOURCE 7.5 BHP Item No.1Providing, erecting and giving tests of submersible pump set confirming to IS 8034 and motor confirming to IS 9283, with water proof winding and discharge with stainless steel shaft. Mortar suitable for working on 415 V = 10% 3 phase 50 Hz A.C. supply with cable guard, thrush carbon/fible bearing to withstand entire hydraulic thrust with suitable suction strainer, pump should have suitable discharge outlet as per manufacture\"s design. Antithrust streamlined run and 2 pairs of erection clamps 80 mm width non return valve.Submersible pump 150 mm dia (with bronze impeller upto 8 stages). Submersible pump 150 mm dia (with bronze/ Stainless steel (CF8M) Impeller upto 8 stages).7.5 BHP suitable for 46 mtr head & 4941 litres/hr discharge. (MJP MECH SSR 21-22 P.NO.1 PM 1-2-5) |
| 12 | Item No.2 Providing and Fixing L.T. skeleton panel board upto 7.5HP. (As per detail sheet attached) |
| 13 | Item No. 3 Supplying and erecting flat flexible 3 core 6 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. (PWD Elect. CSR 2021-22 P. No. 218 I. No. 12-4-9) |
| 14 | Item No.4 Providing & erecting ISI mark G.I. pipeof followingclassanddia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete 65 mm dia (heavy) on well Corrigendum No.11 Dated 19.11.2022(MJP SSR 2021-22 |
| 15 | Item No.5 Providing, supplying and fixing ISI mark CI D/F Reflux valve (non-return valves of following dia including all taxes (central and local), railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental store/site, unloading, stacking etc. complete. Reflux valves as per I.S. 5312 part I (1984)a) Without bypass arrangement - PN - 180 mm dia(MJP CSR 2021-22 P. No. 131 l. No. 1 a). v) |
| 16 | Item No.6 Providing and fixing double flanged sluice valve confirming for IS-2096/14846 including worn gear arrangements as per test pressure stainles steel spindle, caps including all taxes transportation etc complete.a) Sluice valve - PN - 1(Without bypass) 80 mm dia(MJP CSR 2021-22 P. No.132l. No. 2Aiii) |
| 17 | Item No.7 Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) a) Sluice valve - PN - 1(Without bypass) 80mm dia(MJP CSR 2021-22 P. No.135l. No. 4 v) |
| 18 | Item No. 8 Providing and erecting pressure gauge of required capacity complete with syphon tube, isolating cock suitable for 12mm dia GI pipe. Pressure gauge shall be installed as directed, with tapping on rising main pressure gauge (100 mm dia) (MJP Mech. CSR 2021-22 P. No.7 PM11-1) |
| 19 | Item No.9Providing earthing with galvanized iron earth plate size 60 x60 x 0.6 cm with funnel with a wire mesh for watering and brick masonry block C.l. cover complete with all materials, testing & recording the results as per specification no. EA-EP.Plate type Electrode (IS 3043) 1. For pump - 1 Nos1. For panel board- 1No.(PWD Elec. CSR 2021-22 Item No. 9-1-3) |
| 20 | Item No. 10 Providing and supplying ISI standard CI Flanged/ S&S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store/site, unloading stacking etc. complete.CI D/F specials i) 80 to 300 mm dia(MJP CSR 2021-22 Section-I(I) P. No. 72 l. No. 6ai) |
| 21 | Rising Main ITEM NO.1 Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete. Pure water rising main from Ex. Well to Pr. ESR(90 mm HDPE 8Kg/cm2)Corrigendum No. 7 MJP SSR 2021-2022 (Revised rate Date: - 07/03/2022) |
| 22 | Providing and supplying ISI standard pvc specials & fittings including transportation to stores/ site,loading,unloadingchargesexcludingGSTleviedby GOI & GOM,etc. complete.10% cost of pipes |
| 23 | ITEM NO. 2Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints Including all taxes (Central and local) ,InspectionRCC PIPES NP III Considering Nalla / Road Crossing150 mm dia RCC NP III PIPES |
| 24 | 1% cost of pipes MJP SSR 2021-22 Section I (e) Page No. 97 |
| 25 | ITEM NO. 3Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete.Reflux valves as per I.S.5312 Part I (1984)a) Reflux valves - PN -1 Without byepassarrangement80 mm Dianon -return valve (MJP SSR 2021-22 P. No 131 I.No 1a iv) |
| 26 | Item No.4 Providing and fixing in position and jointinghigh performance C. I. Air valves for watercombination type ( Kinetic air valve alongwith automatic air valves ) double ball,double orifice with stainless steel ball, tamperproof air vents rolling seal mechanism for airrelease and anti vacuum applicationdesigned for 16 Kg. Per sq. cm. workingpressure and tested for 20 for kg per sq. cm.pressure. ( Rate to include cost of gaskets,bolt, nut and any other material required forjointing and its transportation etc. excludingGST levied by GOI & GOM in all respect. a) C. I. ARV FLFF PN 1.6 50 mm dia (MJP SSR 2021-22 P No.135 I.No.5 b) |
| 27 | Mechanical Tee 150x150x150 mm(MJP SSR 2021-22 P. No 148 I.No 8/a/1) |
| 28 | ITEM NO. 5 Labour Section Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5MJP DSR 2021-22 SECTION- E Sr.No.1 pg.no.42 |
| 29 | ITEM NO.6Excavationfor foundation/ pipe trenchesin hard murumand boulders,W.B.M. road includingremovingthe excavatedmaterialupto a distanceof 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete.Lift 0 to 1.5 M MJP DSR 2021-22 SECTION- E Sr.No.2 pg.no.42 |
| 30 | ITEM NO.7 Excavationfor foundation/ pipe trenchesin soft rock&old cement& lime masonary foundation,asphaIt raod includingremoving the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Lift 0 to 1.5 MIncrease 10% for Hilly area MJP DSR 2021-22 SECTION- E Sr.No.5 pg.no.42 |
| 31 | ITEM NO.8 Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts a below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by allmeans. (Bd-A-6/259).Lift 0 to 1.5 MMJP DSR 2021-22 SECTION- E Sr.No. pg.no.42 |
| 32 | ITEM NO.9 Filling inplinth floors murum bedding intrenches with approved murum from excavatedmaterialsfromfoundation15to20cmlayersincludingwateringand compaction complete.Murum selected from excavated stuff MJP DSR 2021-22 SECTION- E Sr.No.16 pg.no.45 |
| 33 | ITEM NO. 10 Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II. 90 mm diaMJP SSR Section I (II) Page No. 80 |
| 34 | ITEM NO. 11Hydraulic testing of H. D. P. E./ M. D. P. E. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.. Working pressure 6 kg/cm2. 90 mm diaMJP SSR Section I (II) Page No. 80 |
| 35 | ITEM NO. 12 Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985.150 mm RCC Class \"NP-III\" Pipe. (MJP SSR 2021-22 P No.98 section I (V) 2. iv) |
| 36 | ITEM NO. 13 Lowering, laying, jointing in positionfollowing scour, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves ) 80 mm Dia(non-return valve ) (MJP SSR 2021-22 P No.135 I.No.4a) iii, iv) |
| 37 | ITEM NO. 14 Providing and fixing in position air valve shaft including providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providing PCC block of M-150 concrete, 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M 150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type design attached)Upto 150mm32 mm Dia |
| 38 | ITEM NO. 15 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.(MJP SSR 2021-22 P No.45 I.No.15) |
| 39 | RCC ESR 28000 litres Staging Height 12 m. ITEM NO.1 Designing (aesthetically), and constructing RCC Elevated Service Reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for E.S.R. having capacity 500 m3 & not more than 6 m c/cfor E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material chargesincluding lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design. providing and fixing accessories such as Stainless steel ladder inside and M.S. ladder with G.I. railingoutside, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge.The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.) The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 / 1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks.For design having more than 6 columns, provision of internal bracing is obligatory.Externalbracingsisalso obligatory.The entire structure shall be in M-300 mix only.Plainroundmildsteelbarsgrade-I conformingtoI.S.432part-I or high yield strength deformed bars conformingtoI.S.1786orI.S.1139 shall be used, grade-II mild steel bars will not be allowed.Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level.These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity.Staging shall have to be designed with stresses of M-200 concrete for ESR. Howeverall RCCconstructionshould be done in M-300.Theseratesare includingthe costof uplift pressure if any and entire dewatering during execution. In case of waterloggingareawherewateris stretch at shallow depth, extra provision of dewatering shall be made as per site condition.AllconditionsgivenintheMember Secretary\"sCircularNo. MJP/ TS-I/ 350 / 1668 dt. 2-8-97 and MJP / S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed andadditional cost, if any, due to these conditionsis includedin the rates mentioned below.75%partrateshallbepayablefor reinforcementconcreteand plastering items of containers of E.S.R. till satisfactoryhydraulictesting for water tightnessisgiven;andtillthatwork shall be treated as incomplete.Theratesindicatedinthetableare excludingthecostofpipes,specials andvalvesrequiredforinlet,outlet, washout, overflow and bypass arrangement. The scope of work, however, includes costoferecting, laying and jointing of pipes and valves including cost of jointing materials upto 5Mbeyondouterfaceof outermost column.ForESRupto500cumcapacityC.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall beused.ForESRabove500cum capacityC.I./M.S.pipeassemblywith minimum 8 mm thickness upto 500 mm diaandminimum10mmthickness above 500 mm dia can be used with properanti-corrosiveepoxy treatment from inside and outside.Belowmentionedratesarefor foundations with individual footing with bearing capacity of20tonnes per squaremetre.Forraft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is morethan5 MT/sqmandupto10 MT/sqm.This%of5%or 7.5%is applicable for estimationof amount of lumpsumitem of ESR. For extra item due to change from individual foundationtoraft, actualincreasein concreteandsteelbepaidasper relevant DSR item.The rate shall be increased by 30% for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increasedby another10%. These rates are applicable where raft is not feasible. For pile foundations sulphate resistant cement shall only be used. Single pile for the column is not permitted, group of piles shall be designed with pile cap for each column of ESR.The rates are applicable for staging heightof 12 M. Theseratesshallbe increasedor decreasedfor per metre variation in this staging height as below:Following rates are for seismic zone III. For zone IV, these rates shall be increased by 5% and for zone II, these rates shall be decreased by 5%. Concerned Executive Engineer shall confirm the seismic zone for the scheme from seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. (Seismic maps attached in this CSR).RCC ESR Capacity 28000 litres 12 m staging Height, 3 m tank height. Total cost for 28000 Litres @ 12 m staging Height . 5% decrease for zone II(MJP SSR P No. 214 Section K (II)2.) |
| 40 | ITEM NO.2 Providing & supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway freight, insurance , unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge. (MJP SSR P No. 72 Section I(I)5.ii/iv) Inlet 80 mm dia CID/F pipes |
| 41 | Outlet 80 mm dia. CI.D/F pipes |
| 42 | Overflow 80 mm dia. CI.D./F pipes |
| 43 | Washout 80 mm dia. CI.D/F pipes |
| 44 | ITEM NO.3 Providing And supplying ISI standard CI Flanged /s &S Specials Including all Statutory Duties &taxes such as GST Levied by GOI &GOM in all Respect.Railway Freight Insurance Unloading From Railway wagon,Loading into truck Transport to Departmental Store /Site UnloadingStacking etc Complete D/F Specials 300 D/F Specials Upto and Including150 mm. 80 mm to 300 mm dia. ( M.J.P SOR 21-22P.NO 72 I.NO.6a) |
| 45 | ITEM NO.4 Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOt & GOM in all respect etc. complete. Sluice valves PN-1 without bye-pass arrangement (MJP SSR P No. 132 Section I(XII) 2a.iv) 80 mm dia. Sluice valve - Outlet/Distribution |
| 46 | 80 mm dia. Sluice valve - Inlet/Bypass |
| 47 | 80 mm dia. Sluice valve - Washout |
| 48 | Distribution System ITEM NO.1 Material. Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same inclosed shed duly protected from sun rays and rains including cost of jointing material i.e.solvent cement, etc. complete (self fit type to be jointed with cement solvent).MJP SSR 2021-22 Section I (II) Page No. 76 75 mm |
| 49 | 90 MM |
| 50 | Providing and supplying ISI standard PVC & GI specials and fittings including transportation to stores/site, loading, unloading charges excluding GST levied by GOI & GOM, etc. complete.10% of cost of pipes |
| 51 | ITEM NO.2 Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints Including all taxes (Central and local) ,Inspection RCC PIPES NP III Considering Nalla / Road Crossing150 mm dia RCC NP III PIPES |
| 52 | 1 % For Specials of Pipe cost |
| 53 | ITEM NO.3 Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOt & GOM in all respect etc. complete.Without by pass arrangement - PN-1.MJP DSR 2021-22 SECTION- E Sr.No.2 pg.no.42. 65 mm sluice valve |
| 54 | ITEM NO.4 LABOUR Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift 0 to 1.5 MJP DSR 2021-22 Section E Sr.No.1 Pg. No. 42 |
| 55 | ITEM NO.5 Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Lift 0 to 1.5MJP DSR 2021-22 Section E Sr.No.2 Pg. No.42 |
| 56 | ITEM NO.6 Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd A-3/259)Lift 0 to 1.5MJP DSR 2021-22 Section E Sr.No.2 Pg. No.42 |
| 57 | ITEM NO.7 Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.Lift 0 to 1.5MJP DSR 2021-22 Section E Sr.No.5 Pg.No.42 |
| 58 | ITEM NO.8 Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (Bd-A-6/259) Lift 0 to 1.5MJP DSR 2021-22 Section E Sr.No.7 Pg.No.43 |
| 59 | ITEM NO.9 Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.Murum selected from excavated stuffMJP DSR 2021-22 Section E Sr.No.16 Pg.No.45 |
| 60 | ITEM NO.10 Lowering Laying and jointing with P.V.C pipes and specials of following class and9 diameter including cost of conveyance from source to site of works including cost of all labour,material,except cement solvent,rubber ring,as per IS code etc.complete (with cement solvent joint/ring fit joint) Working Pressure 4 kg/cm2MJP DSR 2021-22 Section I(II) Sr.No.4 Pg. No.80 75 mm |
| 61 | 90 mm |
| 62 | ITEM NO.11 Hydraulic testing of PVC pipe line tospecified pressure including cost of allmaterials and labour and water for testing forspecified length including cutting, placing endcap making arrangement for filling safe waterusing reciprocating type pumps which shouldbe able to provide specified test pressuregauges and other necessary equipments,labour, operation charges, etc. required fortesting. The rate under this item shall alsoinclude cost of retesting, if necessary andreinstating to original position. MJP SSR Section I(II) Pg. no. 80 75 mm |
| 63 | 90 mm |
| 64 | ITEM NO.12 Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge (For all class of pipes.) as per IS- 783-1985.Considering Nalla / Road Crossing. 150 mm RCC Class \"NP-III\" Pipe.MJP SSR 2021-22 Section 2 Page No. 98 |
| 65 | ITEM NO.13 Lowering, laying, jointing in positionfollowing CI/DF Reflux, butterfly valves and sluice valves including cost of all labors jointing material including nutbolts and giving satisfactory hydraulic testing etc complete ( Rates for all class of valves ) MJP DSR 2021-22 Item No. 4a Sec. I (XII)pg.no.135 65 mm sluice valve |
| 66 | ITEM NO.14 Providing and fixing C.I. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete. 100 mm x 225 mm (20 kg). MJP DSR 2021-22 Item No. 5a pg.no.223 |
| 67 | ITEM NO.15 Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)Spec. No. - Bd E /1 Page No. 287 and B-7, Page No. 38 |
| 68 | ITEM NO.16 Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. Net volume of refilling. MJP DSR 2021-22 Item No. 16 Sec.E pg.no.45 |
| 69 | CHLORINATION ARRANGEMENT ITEM NO.1 Providing and installing simplegravityfeed disinfection arrangement with TCL powder solution on the percolation well / service reservoir including solution tankfeeding pipe, dosing arrangement all other accessories giving tgrialand test etc. complete. Drip Type Chlorinator 2 set |
| 70 | TRIAL & RUN OF SCHEME ITEM NO.1 Commisioning running and maintaining the scheme to quantities, rate capacity, including manning necessory personnel such as operator, valveman, etc, as pr requirements of the scheme and who should also administer chemical dose for a period of one month for individual scheme together with training of personnel spared by MJP/ Local Body and handling over the scheme to Local Body after completion of the above period as directed by Engineer - in charge. For single village (1 Month) (M.J.P. SOR 21-22 P. No 232 I.No.1a) |
| 71 | Fencing and M.S. gate For Ex. Well ITEM NO.1 Providing & erecting chain link fencing 1.6 Mtr height with GI chain link of size 50*50 mm 8 SWG thick and fixed 75 mm above GL vertical M.S. angle of 40*40*6 mm size embedded in cc block 1 :4 :8 mix of size 450*450*670 mm at 1.75 m centre to centre wiyh iron bar 16 mm dia as a hold fast including welded link with angle frame at 30 cm cenre to centre nuts & bolts & horizontal MS angle at top & bottom of 25 * 25* 5 mm size & vertical MS flat 35 * 5 mm & 25 * 5 mm horizontal including cross supports of 40 *40*6 mm angle both sides at every corner in cc with 3 coat of oil painting etc complete. PWD SSR 2021-22 I.No 46.39 BDW P.No.217 |
| 72 | ITEM NO.2 Providing and fixing M.S. gate 2.5 Mwide for compound with 40 mm dia G.I.pipe, approved grill work, RCC M-150 sidepillars of 25 cm x 40 cm x 2.5 M height, itsfoundation, finishing, painting, etc.complete.MJP SSR Section-H: Miscellaneous P.No.58 |
| 73 | FHTCITEM NO.1 Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer inA) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe For MDPE/UPVC Pipe Service Connection on Disribution main (With Road Crossing)For 15 mm Service connection |
| 74 | Without Road Crossing)For 15 mm Service connection |
