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| 1 | 1) PERCOLATION WELL |
| 2 | 1.Excavation in gencral in soft material soft material comprising of soft soil, soft murum, sand hard murum with boulders in wet or dry cond-ition for headworks i.e. intake well. connecting pipe jack well pumps House. Supply well etc. for lfit 0 to 1.5 M and lead of 150 M including barriecading, guarding. disposing off surplus excavated stuff within a radius of 0.5 Km. As directed by Engineer in charge etc. complete. |
| 3 | Lift 00.00 to 01.50 |
| 4 | Lift 01.50 to 03.00 |
| 5 | Lift 03.00 to 04.50 |
| 6 | 2.Excavation in general in hard material comp-rising of soft rock,hard roack, Manjara rock, etc. by blasting / controlled blasting, chiseling as required in wet or dry condition for head works i.e intake well. Connecting pipe . Jack well pump house supply well for lift 0.00 to 1.50 m & lead of 150m etc complete. |
| 7 | Lift 04.50 to0 6.00 |
| 8 | Lift 06.00 to 07.50 |
| 9 | Lift 07.50 to 09.00 |
| 10 | Lift 09.00 to 10.50 |
| 11 | Lift 10.50 to 12.00 |
| 12 | Lift 12.00 to 13.50 |
| 13 | Lift 13.50 to 15.00 |
| 14 | Lift 15.00 to 16.50 |
| 15 | Lift 16.50 to 18.00 |
| 16 | MJP CSR 2021-22 P No44I No 11 B & C |
| 17 | 3.Providing and laying in situ following grades of C.C. of trap/granite/quartzite/ gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing, etc. complete. |
| 18 | A) P.C.C (M-150) (Lift 0.00 to 5.00 m below G L) |
| 19 | 4.Providing and Casting in situ cement conce-rte of trap/ quartizer/ geneiss metalapproed quality for RCC work as per detailed drawi-ngs and designs or as directed by Engineer in-charge normal dewatering centering form work. compaction, finshing the formed surfaces with, CM 1:3 of suffcient minimum thickness to give a smooth and even surface wherever necessary or roughing if spcials finish is to be provided and curing as below etc.complete. |
| 20 | A) For Foundation Beam (M-200)(Lift 0.00 to 5.00 m below G L) |
| 21 | 5.Providing and Casting in situ cement conce-rte of trap/ quartizer/ geneiss metalapproed quality for RCC work as per detailed drawi-ngs and designs or as directed by Engineer in-charge normal dewatering centering form work. compaction, finshing the formed surfaces with, CM 1:3 of suffcient minimum thickness to give a smooth and even surface wherever necessary or roughing if spcials finish is to be provided and curing as below etc.complete. |
| 22 | A) For Verticle wall (M-200) (Lift 0.00 to 5.00 m above/below G L) |
| 23 | 6.Providing and fixing in position steel bar rein-forcement of vareious diameters for RCC pip-es, caps, footings, foundation, slabs, beams, columns, canopies, fins, arches, etc. as per detailed desings, drawings and schedules including cutting, bending hooking the bars. binding with binding wires or tack welding and supporting as required, etc. complete.1) Tor Steel |
| 24 | A) For Lift 0.00 m to 5.00 m |
| 25 | 7.Providing and fixing 80 mm/ 75mm. dia. A. C. / PVC pipe weeps holes at 1.5 m. c / c. sta-ggered including cost of all material and lab-our involved with all leads and lifts etc. complete. |
| 26 | 8.Providing & Filling the arround the well boulde-rs of selected varietytype of boulder include-ing cost of all material labour transportation etc complete. |
| 27 | 9.Providing and fixing in position C I Dapuri steps or 22 mm dia M S steps with proper anchorage etc and providing and supplying 3 coats of anticorrose paintetc comp. |
| 28 | 10.Providing Structural steel work in single stanc-hions composed of RSJ, channel etc. with caps, based, mild steel plates. angles brak-cets, as per drawing or as directed by Engi-neer-in-char-ge including cutting fabrication, making riveted / bolted welded connections and one coats of anticorrosive paint and over it two coats of oil painting etc complete. RSJ |
| 29 | 11.Reffing the excavated trenches with layers of 15 to 20 cm. thick with available material from foundation including watering compacting for well etc. complete. |
| 30 | 12.Dewatering the excavated trenches and pools of water in the building trenches/pipeline trenc-hs, well works by using pumps or other devic-es including desposing off water to safe dist-ance as directed by engineer-in-charge. (Including cost of machinery, Labour charges etc ) |
| 31 | 13.Carrying out recuperation/yield test for asc-erting the discharge of constructed well / exca-vated profile as directed by Engineer in char-ge The test carried out by drawn down water from the well profile bellow normal sub soil water level upto full depth rise is water well profile as well as strainer suction level at pump as per design of W.S. seheme shall be recor-ded prior to the test including cost of all materials. Overhead, laborers etc. completed as directed.LPS Less than 25000 |
| 32 | 2) SWITCH ROOM 2.27 x 2.27 x 2.75 M |
| 33 | 1.Excavation for foundation/ pipe trenches in earth soils of all types sand, gravel,soft murum includ-ing removing the excavated materialup to distance of 50 m & lift as below, stacking & spreading as directed, normal dewatering, preparing the bed for the found-ation & excluding back filling etc. complete.(Lift of 0.00 to 1.50 m) |
| 34 | 2. Excavation for foundation/ pipe trenches in Hardmurum including removing the excavated materials up to distance of 50 m & lift as below, stacking & spreading as directed, normal dewatering, prepa-ring the bed for the foundation & excluding back filling etc. complete.(Lift of 0.00 to 1.50 m) |
| 35 | 3.Providing and laying insitu 1:2:4 (M-150) grades of C.C. of trap/granite/ quartzite/ genies metal for foundation / bedding including dewatering form work, compacting and curing finishing etc. complete with initial lift of 1.50 cm. below/ above ground level. |
| 36 | 4.Providing and laying in situC.C. of trap / granite / quartzite / genies metal of R.C.C. works like raftgrillage, strip foundation and footing of R.C.C. colu-mns and steel stanchions including normal dewate-ring, from work, compaction. finishing & curing etc complete |
| 37 | 1) RCC M-200For footing |
| 38 | 5. Providing and laying in situC.C. of trap / granite / quartzite / genies metal of approved quality for R.C.-C. works as per detailed drawing and desi-gns or as directed by engineer incharge including normal dewatering, from work, compac-tion, finis-hing surfaces with C.M. 1:3 of sufficient minimum thickness& curing etc. complete. R.C.C. M- 200 grade all types of columns |
| 39 | 6. Providing and laying in situC.C. of trap /granite/ quartzite/ genies metal of approved quality for R.C-.C. works as per detailed drawing and designs or as directed by engineer incharge including normal dewatering, from work, compaction, finishing& curing etc. complete.R.C.C. M- 200 grade beams / braces lintels. |
| 40 | 7. Providing and laying in situC.C. of trap/granite/ quartzite/ genies metal of approved quality for R.C-C. works as per detailed drawing and designs or as directed by engineer incharge including normal dewatering, from work, compaction, finishing& curing etc. complete. R.C.C.M- 200 grade slabs/Chajjasetc. |
| 41 | 8.Providing and fixing in position steel bar reinfo rce-ment of various dia for R.C.C. work detailed de sig-ns, drawings and schedules, including cutting bending, hooking the bars binding with wi-res or tack wel-ding and supporting as required etc. compelte. (including cost of binding wire)1)Tor steel |
| 42 | 9.Providing second class burnt brick masonry with conventional bricks in cement mortar 1:6 in found-ation & plinth of inner wall/ external wall including normal dewatering striking joints on unexposed fac-es, racking out oints on exposed faces & watering etc. compelte.In Plinth |
| 43 | Superstructare |
| 44 | 10.Filling in plinth & floors murum bedding in trenches with Contractor\"s murum 15 cm to 20 cm layer including water ing and compaction etc. complete. |
| 45 | 11.Providing and fixing steel window of various sizes as per detailed drawing without hot dip zinc coating, without ventilators, including fabricating / glazing with plain / obscured glass panels of approved type and quality, iron oxidised fixtures and fastenings, finishing with oil painting two coats complete (with guard bars 12 mm square at 10 cm c/c.) |
| 46 | 12.Providing and fixing mild stel grill work for windows ventilatars etc 15 Kg/sqm as per drawing including fixtures necessary welding and painting with one coat of anticarrosive paint and tow coats of oil painting complete. |
| 47 | 13.Providing and fixing in position steel frame door of angle frame of size 50 x 50 x 6 mm. with mild stel bars 16 mm dia horizontally at 10 mm c/c for ventillator portion including iron hold fast boxes for fising shutters including welding, finishing, pointing etc comp. |
| 48 | 14.Providing and fixing M S grill door 24 kg /sqm of various size as per detailed drawings without hot dip coating iron fixtures and fastenings and 3 coats of oil paintingetc. |
| 49 | 15.Providing internal cement plaster 20 mm thick in Single coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaff old in gand curing etc.complete |
| 50 | 16.Providing 12/ 15 mm thick external Rouhg cast cement plaster with cement mortar 1:4 in tow coats in concrete brick or stone masonary surfaces in all positions including scaffolding & 14 days curring etc. complete. |
| 51 | 17.Refiling the trenches of with approved excavated meterial in 15 cm to 20 cm layere including watering and compaction etc comp |
| 52 | 18.Providing and laying Rough Shahabad Stone Flooring 25 mm.to 30 mm. thick and of required width in plain/ diamond pattern on a bed of 1:6 C.M. including cement float, striking joints, pointing in cement mortar 1:3 curing and cleaning etc. etc. complete. |
| 53 | 19.Providing and applying washable distemper of approved colour and shade to old/new surfaces in three coats including scaffolding preparing the surface to receive the priming coat and finishing coat etc comp.Internally |
| 54 | 20.Providing and applying three coats of water proof cement paint of approved manufacture and of approved colour to new plastered surfaces including scaffolding it necessary, cleaning and preparing the surface watering for two daysetc comp.External |
| 55 | 3) PUMPING MACHINERY |
| 56 | 1.Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer.Pump should have suitable discharge out let as permanufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be providedpump set 150 mm. diaup to 8 Stage |
| 57 | 7.50 BHP 19569 LPH56 M Head |
| 58 | 2. Providing & errecting Pannel Board suitable for working on 415 VA.C. submersible/centrifugal pump set upto 7.5 HP consisting of DOL starter having relay range -14 AMP, S P P Combined ammeter/voltmeter, phase indicating lamp enclosed in DRCA power coated Vibration proof encloser with IP 54 protection control Panel should affer singale phasing, phase reversal, phase inbalence etc (Similar to LT model no MU G6/CAT No SS97756) |
| 59 | 3.Providing ISI mark G.I. pipe of following class and dia excluding GST levied by GOI & GOM in all respect including inspection charges transportation to storesetc. complete. |
| 60 | 50 mm dia G I Medium Class pipe |
| 61 | 4.Lowering, laying, and jointing G I pipes and specials : of following class and diameter including conveyance from stores to site of works, all labour giving satisfactory hydrautic test, comp either underground of in vertical position, as directed by Engineer-in-charge.. |
| 62 | 50 mm dia G I Medium Class pipe |
| 63 | 5.Supplying and erecting 3 core 4 sq. mm. flat flexible submersible cable with copper conductor, PVC insulated & sheathed.3 core4 sq mm |
| 64 | 6.Providing and supplying ISI mark CI D/F reflux valves ( non- return valves ) of following excluding GST levied by GOI & GOM in all respect railway freig-ht, inspection charges unloading from railway wagon, loading into truck, transportation upto etc complete with fixing |
| 65 | 100mm CIDF Reflux valve |
| 66 | 7.Providing, erecting, double flange sluice valveconforming forIS 2906/14846 incuding worn gear arrangements as per tes pressure stainless steel spindlle, caps excluding GST levied by GOI & GOM in all respecttransportation etccomplete with fixing. |
| 67 | 100mm CIDF sluice valve |
| 68 | 8.Providing and supplying ISI standard CI double flanged/ pipes excluding GST levied by GOI & GOM in all respect railway freight, insurance, unloading from railway wagon, loading into truck transport to dep-artmental store / site, unloading stacking etc. co |
| 69 | 100 mm dia CIDF PIPE |
| 70 | 9.Providing and supplying ISI standard CI flanged/ S&S specials excluding GST levied by GOI & GOM in all respect railway freight, insurance, unloading from railway wagon, loading into truck transport to dep-artmental store / site, unloading stacking etc. complete. |
| 71 | 4) RISING MAIN |
| 72 | 1.Excavation for foundation/ pipe trenches in earth soils of all types sand, gravel,soft murum including removing the excavated materialup to distance of 50 m & lift as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation etc complete.( Lift up to 1.50 m ) |
| 73 | 2. Excavation for foundation/ pipe trenches in hard murum including W B M Road including removing the excavated material up to distance of 50 m & lift as below, stacking & spre-ading as directed by Engineer-in-charge, normal dew-atering, preparing the bed for the foundation & excludingfilling etc. complete ( Lift up to 1.50 m ) |
| 74 | 3.Excavation for foundation/ pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material up toa distance of 50 m etc complete |
| 75 | 4.Excavation for foundation/ pipe trenches in hard rock by controlled blastingincluding trimming & leveling the bed by chiselling where necessary & removing the excavated material & stacking it measurable he-aps with in a distance of 50 m & lift as below, etc complete(Lift up to 1.50 m ) |
| 76 | 5.Filling in plinth and floors murum bedding in trenches with approved murum fromfoundation 15 cm to 20 cm layer including watering andcompaction etc. complete. |
| 77 | 6.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 specifica-tion no. 4985/ 1988 excluding GST levied by GOI and GOM in all respect, including transportation freight charges, insperction charges, loading, unloading, conveyance to the departmental stores and stackint the same in closed shed duly protected from sun says and rains including cost of jointing material etc complete |
| 78 | 110mm dia PVC pipe 6 Kg/cm2 |
| 79 | 7.Providing ISI mark G.I. pipe of following class and dia excluding GST levied by GOI & GOM in all respect including inspection charges transportation to storesetc. complete.. |
| 80 | 100 mm dia G I pipe |
| 81 | 8.Providing and supplying PVC & G I specialsSuitable for above pipes 5% of pipe cost |
| 82 | 9.Providing , Supplying,Air valves as per IS-10845 and MJP’s standard specificationof approved make and quality of following dia and class excluding GST levied by GOI & GOM in all respect etccomplete.etc. Complete. |
| 83 | 10.Providing and supplying ISI mark C.I.D.F. Reflux valves and butterfly valves of following diameter excluding GST levied by GOI & GOM in all respect Railway wagon, loading into truck ,transport to departmental stores site unloading stacking etc. comp. |
| 84 | 100 mm dia Reflux valve |
| 85 | 11.Lowering laying and jointing PVC pipes and specials of following class and diameter including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per Is codewith cement solvent joint etc complete. |
| 86 | 110 mm dia PVC pipe 6 Kg/cm2 |
| 87 | 12.Lowering laying and jointing G.I. pipes and specials of following class and diameter including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per Iscode etc complete. |
| 88 | 100 mm dia G I Medium class |
| 89 | 13.Lowering laying and jointing in position following CI.D/F reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. 100mm dia Reflux Valve |
| 90 | 14.Providing and fixing , lowering in position air valve shaft including providing and fixing G.I. medium class or 6 mm thick M.S. pipe shaft 2.70 m long over branch flanged air valve tee providing P.C.C. block of M-150 as shown in type design etc complet. up to 150mm dia & foundation in following starta. |
| 91 | 15.Refilling the trenches with availableexcav-ated stuff with soft material first over pipe line and then hard material in 15 cm layers with all leads and lift including consolidation surcharging etc complete. |
| 92 | 5) R.C.C. E.S.R. CAPACITY 114000 LITERS& ST HT 10.00 M |
| 93 | 1.BALANCE WORK OF Designing (aesthetically) and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced veritically not more than 4.5 metres centre ot centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling desposing off the surplus stuff within a lead of 50 metres, all labour and material charges including 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 container & M S ladder outside, C I manhole frame and covers, water level indicators, lightening conductor, G I pipe railling around walk way and top slab, providing spiral stair case from ground level to roof level M S grill gate of 2 M height with locking arrangement of approved design, providing and applying three coats of Acrylic emulsion with silicom additives to the structure including roof slab, epoxy painting to internal surface and anti-termite treatement for underground parts of the structure and giving satisafactory water tightnesstest 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. |
| 94 | 2.Providing and supplyingI.S.I. standered cast iron doube flanged pipes including all excluding GST levied by GOI & GOM in all respect, octri inspection charges insurance railway frieght unloading from railway wagoan, loading into trucks, transport to stores, unloading stacking etc. complete. |
| 95 | 125 mm dia CIDF pipe |
| 96 | 100 mm dia CIDF pipe |
| 97 | 3.Providing double flange sluice valve conforming forIS 2906/14846 incuding worn gear arrangements as per test pressure stainless steel spindlle, caps excluding GST levied by GOI & GOM in all respect transportation etccomplete. |
| 98 | 100 mm dia CIDF Sv. Valuve |
| 99 | 4.Providing and supplying ISI Standard C I specials & fiting with sealing rubber gasket of S B R complete with cast iron follower gland and M S nut bolts coated or otherwise protected from rusting and suitable for D I pipes including cost of labour, materials, and transportation to stores, loading and unloading excluding GST levied by GOI & GOM in all respect etc comp.For all types of specials, bends teets etc |
| 100 | 6) DISTRIBUTION SYSTEM |
| 101 | 1.Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suita-ble for potable water with solventcement joints inclu-ding cost of couplers, as per IS speci-fication no. 4985/ 1988 iexcluding GST levied by GOI and GOM in all respect, including, transporation, etc complete |
| 102 | A) 140 mm dia 4kg/cm2 P.V.C. Pipe |
| 103 | B) 90 mm dia 4kg/cm2 P.V.C. Pipe |
| 104 | C) 75 mm dia 4kg/cm2 P.V.C. Pipe |
| 105 | 2.Providing & supplying at site of work CI/ PVC /GIspecials suitable for above said pipes excluding GST levied by GOI and GOM in all respect, includingoctroi loading Unloading conveyanceetc. |
| 106 | 3.Providing double flange sluice valve conform-ing forIS 2906/14846 incuding worn gear arran-gements as per test pressure stainless steel spindlle, caps excluding GST levied by GOI and GOM in all respect, including transpor-tation etccomplete. |
| 107 | A) 80 mmdia Sluice valve |
| 108 | B) 65mmdia Sluice valve |
| 109 | 4.Excavation for foundation / pipe trenches in earth.Soils of all types. Sand, gravel and soft murum, including removing the excavatedmat-erial up to a distance of 50 meters andlifts as below, stacking and spreading as directed, manual dewatering, etc complete |
| 110 | 5.Excavation for foundation / pipe trenches inhard murum W B M roadincluding removing the excavatedmaterial up to a distance of 50 meters andlifts as below, stacking and spreading as directed, manual dewatering, preaparing the bed for foundation etc complete lift 0.00 to 1.50m |
| 111 | 6.Excavation for foundation / pipe trenches insoft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavatedmaterial up to a distance of 50 meters andlifts as below, stacking and spreading as directed, manual dewatering, preaparing the bed for foundation etc complete lift 0.00 to 1.50m |
| 112 | 7. Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction etc complete. |
| 113 | 8.Lowering laying and jointing PVC pipes and specials of following class and diameter inclu-ding cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydr-aulic testing as per Iscodewith cement solvent joint etc complete |
| 114 | A) 140 mm dia 4kg/cm2 P.V.C. Pipe |
| 115 | B) 90 mm dia 4kg/cm2 P.V.C. Pipe |
| 116 | C) 75 mm dia 4kg/cm2 P.V.C. Pipe |
| 117 | 9.Lowering laying and jointing in position following CI.D/F reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete, |
| 118 | A) 80 mm dia sluice valve |
| 119 | B) 65 mm dia sluice valve |
| 120 | 10.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 . |
| 121 | a) 225 x 300 mm (40 kg) |
| 122 | 11.Refilling the trenches with availableexcavated stuff with soft material first over pipelineand then hard material in 15 cm layers with all leads and lift including consolidation surcharging etc complete |
| 123 | 7) TRIAL & RUN |
| 124 | 1.Commisioning running & Maintaining the Scheme to quantites rated capacity, includ-ing manning necessary personal such as operator, valvemen etc. as per require-ment of the scheme & who should also administar chemical dose for a period of on month for individual scheme & three months for regional scheme,together with training of personal spread by MJP/ local body & handing over the scheme to local body after comple-tation of the above period ad directed by engineer in Charges.For Single Village for 3 Months |
| 125 | 2.Providing & Supplying for TCL powerder requirment for Trial & Run paired for 3 month\"s as per daily demand for water supplying this Village scheme completed year 2021 etc comp. |
| 126 | 3.Providing & errecting for MSEB charges requirment for Trial & Run paired for 3 month\"setc comp. |
