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| 1 | Subwork NO -1Rising Main(HDPEPipe, Dia. 110 mm dia6 kg) PE100 |
| 2 | Item no. 1H.D.P.E.PIPEProviding and supplyingin standard lengths Polyethelene Pipes, confirming to IS 4984/14151/12786/13488 with necessary jointing material like mechanical connector i.e. thred/insert joint / quick relese coupler joint / compression fitting joint or flanged joint excluding coupler/spcials, including charges conveying to the departmental stores and stacking the same in closed shade duly protecting from sunrays and rains, excluding GST levied by GOI and GOM in all respect etccomplete. |
| 3 | i) 110 mm Dia PE 100 - 10.00 Kg/Sq.cm2 |
| 4 | Item No 2 :Providing And Supplying of Electro fusion fittings in accordance with Bs EN 12201 : part -3 suitable for drinking water with in black/blue colour manufactured from compounded PE 80/PE100 virgin ….. etc Complete. |
| 5 | a) Couplers 110 mm |
| 6 | b) Equal Tee 110 mm |
| 7 | c) Ferrule tapping tee |
| 8 | d) Reducer 110 x 90 |
| 9 | Item No 3 :Providing ISI standard R.C.C. pipes in standardlengths…..etc. complete RCC PipeNP II class -225 mm Dia.RCC PipeNP II class -225 mm Dia |
| 10 | Item No. 4Providing double flange sluice/ Reflux/Air valve confirming for IS 14846 including worn gear arrangement as per test pressure, stainless steel spindle, caps including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI and GOM in all respects etc. complete.M |
| 11 | I) Sluice valve PN1 100 mm Dia |
| 12 | II) Sluice valve PN 1 80 mm Dia |
| 13 | III) Air Valve PN1 25mm Dia |
| 14 | Item No. 5 Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete. MJPDSR 2019-20 Pg No. 187 I.No. 7c Basic Rate Rs. 79/- |
| 15 | Item No. 6 Spigot Long Neck Pipe End (Stub End) for Electro Fusion joint |
| 16 | LNPE 110 |
| 17 | Item No. 7 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.)a) Foundation |
| 18 | 25mm Dia |
| 19 | Item No. 8 Elbow |
| 20 | Elbow 90 Deg. 110 |
| 21 | Elbow 45 Deg. 110 |
| 22 | Part - 2Labour |
| 23 | ITEM NO.9- Excavation for foundation in …………. etc. comp. |
| 24 | A)Excavation for foundation/pipe trenchesin earth, soil of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 m. and lifts as bellow, stacking and spreading as directed, normal dewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.) Bd.A.-3/259 |
| 25 | B) Excavation for foundation/pipe trenches inhardmurum, including removing the excavated material upto a distance of 50 m. and lifts as bellow,stacking and spreading as directed by ERngineer In Charge, normaldewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.) Bd.A.-3/259 |
| 26 | C) Excavation for foundation/pipe trenches in hardmurum and boulders, WBM roadsincluding removing the excavated material upto a distance of 50 m. and lifts as bellow,stacking and spreading as directed by Engineer In Charge, normaldewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.) Bd.A.-3/259 |
| 27 | D)Excavation for foundation/pipe trenches in soft rock and old cement and lime masonery foundation , asphalt road including removing the excavated material upto a distance of 50 m., beyond the area and lifts as below, stacking as directed by Engineer In Charge, normaldewatering, preparing the bed for the foundation and excluding etc. complete. (Lift upto 1.5 m.) Bd.A.-4/259 |
| 28 | E)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 excavated material upto a distance of 50 m., beyond the area and lifts as below, stacking as directed by Engineer In Charge, normaldewatering, excluding etc. complete by all means. (Lift upto 1.5 m.) Bd.A.- 6/259 |
| 29 | Item No. 10 Filling in plinth and floors/trenches murum Bedding in trenches with approved murum from excavated material from foundation in 15 cm to 20 cm layers including watering and compaction….etc complete. |
| 30 | Item No 11 :Lowering,laying and jointing H.D.P.E./M.D.P.E./GI Pipes in porper position including aii specials by compresion fitting/electro fusion and butt fusion jointing procedure including hydrolic testing as per relevant IS code complet with all materials for jointing procedures like Electrofusion machine,electric mirror/heater,butt fusion welding machine with hydrolic jack,top loading clamp,ect.pump and accessories for hydrolic testing and all labour as directed by Engineer-in-charge as per IS-7634 part ii 100 P.E. |
| 31 | H.D.P.E.PIPE 110MM Dia 6.00 kg |
| 32 | v) RCC Pipe NP II Class 200 mm Dia |
| 33 | Lowering, laying and jointing in position following C.I.,D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut blots and giving satisfactory Hyd. testing etc. complete. |
| 34 | i) Sluice valve 100 mm Dia |
| 35 | ii) Sluice valve 80 mm Dia |
| 36 | III) Air Valve PN1 25mm Dia |
| 37 | Item No. 12:Hydraulic testing of H.D.P.E/M.D.P.Epipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing wnd cap making arragement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauge 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 reinstalling to original position. |
| 38 | H.D.P.E. Pipe PE 100110 mm Dia - |
| 39 | Item No. 13: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) |
| 40 | In PCC M-150 |
| 41 | Item No. 14:Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast S.F.R.C. frame and cover, etc. complete as directed by Engineer-in-charge. |
| 42 | As above of 90 x 60 cm internal size and |
| 43 | Item No. 15: Refilling the trenches with available excavated stuff with soft material first over pipilineand then hard material in15 cm layers with all leads and lifts including consolidation surcharging etc compete |
| 44 | Subwork NO -2RCC ESR ( Cap-43000 Ltr. St. Ht 12.00 m) |
| 45 | Item No1 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 metres centre to 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 disposing 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 M.S. ladder, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing 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, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and anti-termite treatment for underground parts of the structure 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. |
| 46 | Notes |
| 47 | The design of the structure be in accordance with relevant I.S. specification (I.S. 3370 - 1965 or revised.) |
| 48 | 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. |
| 49 | For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory. |
| 50 | The entire structure shall be in M-300 mix only. |
| 51 | Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed. |
| 52 | Irrespective of the type of foundation proposed in the design, one set of bracing be provided at the ground level. |
| 53 | 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. |
| 54 | Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300. |
| 55 | These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is stretch at shallow depth, extra provision of dewatering shall be made as per site condition. |
| 56 | All conditions given in the MemberSecretary\"s Circular No. MJP / TS-I /350 / 1668 dt. 2-8-97 and MJP / S-I /350 / 2127 dt. 13-7-99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below. |
| 57 | 75% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete. |
| 58 | Total capacity 43000 Litr. staging height12.00 mtr |
| 59 | Item No. 2:Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in allrespect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004.Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below. |
| 60 | a) Pipe 100 mm G.I. Pipe medium (Outlet) |
| 61 | b) Pipe 100 mm G.I. Pipe medium(Inlet) |
| 62 | Item No. 3:Providing and supplying ISI standard CI flanged / S& Sspecials excluding GST levied by GOI & GOM in all respect including railway freight, insurance, unloading fromrailway wagon, loading into truck transport to departmen-tal store, unloading stacking etc. complete. |
| 63 | D/F Specials |
| 64 | Item No. 4: Prividing double flanged Sluice Valves Conforming to IS- 2906 / 14846 including worm gear arrangement as per test pressure , stainless steel spindel, caps, including all taxes, transportation,etc. complete. |
| 65 | Sluice valve PN 1.0 ( Without bypass arrangement) |
| 66 | CIDF Sluice Valve 100mm dia. |
| 67 | Subwork NO - 3 Distribution System |
| 68 | Item No.1 : Providing and supplying in standard lengths Polyethelene pipes confirming to IS 4984 with necessary jointing materials like mechanical connectors i.e. thread / insert joint / quick release coupler joint including all taxes( central and Local ) transportation and freight charges inspection charges, loading unloading charges conveyance to the departmental store / site and stacking the same in closed shade duly protected from sunrays and rains etc complete |
| 69 | 140mm dia HDPE PE 100 6Kg/cm2 |
| 70 | 110mm dia HDPE PE 100 6Kg/cm2 |
| 71 | 90 mm dia HDPE PE 100 6Kg/cm2 |
| 72 | 75 mm dia HDPE PE 100 6Kg/cm2 |
| 73 | 63 mm dia HDPE PE 100 6kg/cm2 |
| 74 | Item No. 2: Providing & supply of Electro Fusion Fittings in accordance with BS EN12201 Part-3 suitable for drinking water with in black/ blue colour manufacturedfrom compounded PE80/ PE100 virgin polymer and compatible with PE80/ PE100 pipes, in pressure rating SDR11 with min. PIN12.5 rated for water application and shall be incljusive of all cost such as testing, all taxes related to central, state & Municipal, inspection charges, transportation upto site, transit insurance, loading, unloading, stacking etc. completed |
| 75 | Coupler |
| 76 | 140 mm |
| 77 | 110 mm |
| 78 | 90 mm |
| 79 | 75 mm |
| 80 | 63 mm |
| 81 | End Cap |
| 82 | 75mm |
| 83 | 63 mm |
| 84 | Equal Tee |
| 85 | 140 mm |
| 86 | 110 mm |
| 87 | 90 mm |
| 88 | 75 mm |
| 89 | 63 mm |
| 90 | Elbow 90 Deg |
| 91 | 110 mm |
| 92 | 90 mm |
| 93 | 75 mm |
| 94 | 63 mm |
| 95 | Readucer |
| 96 | 110 x 90 |
| 97 | 110 x 75 |
| 98 | 110 x 63 |
| 99 | 90 x 75 |
| 100 | GI/MS Special |
| 101 | Item No. 3: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 charges, transport to departmental stores/site, unloading and stacking etc. complete. |
| 102 | 200 mm dia with coupler |
| 103 | 300 mm dia with coupler |
| 104 | Item No. 4Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation tostores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with eachfull length of pipe cost of which is included inrates below. |
| 105 | 65 mm dia medium class |
| 106 | 80 mm dia medium class |
| 107 | Item No. 5: Providing double flanged Sluice Valves conforming to IS- 2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, including all taxes, transportation, etc. complete. |
| 108 | 100 mm dia PN 1, without by pass arrangement |
| 109 | 80 mm dia PN 1, without by pass arrangement |
| 110 | 65mm dia PN 1, without by pass arrangement |
| 111 | Item No. 6: LNPE/F1 Adaptor 110 mm SDR17 GF(753800089)MJP DSR 2020-21 |
| 112 | 110 mm dia LNPE |
| 113 | 90 mm dia LNPE |
| 114 | 75 mm dia LNPE |
| 115 | 63 mm dia LNPE |
| 116 | Labour |
| 117 | Item No. 1: Excavation for foundation / pipe trenches in earth, soils of all types, sand gravel and soft murum, Hard Murumincluding removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete |
| 118 | Soil |
| 119 | Hard Murum |
| 120 | Item No. 2: Excavation for foundation / pipe trenches in soft rock, and old cement and lime masonary foundation asplalt road including removing the excavated materialupto a distance of 50 m, stacking and spreading as directed, dewatering, shoring and strutting, preparing the bed for the foundation etc. complete |
| 121 | Soft rock |
| 122 | Item No. 3: Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. (Bd-A-5/259) |
| 123 | Hard rock |
| 124 | Item No. 4: Filling inplinth and floors / excavated trenches with approved excavated materials from foundation in 15 to 20 cm. Layers, including waering compaction, etc. complete |
| 125 | Murum bedding |
| 126 | Item No. 5 : Lowering, laying and jointing with HDPE. pipes by heating to the ends of pipes with the help of tefflon coated electric method heater to the required temperature and then pressing the ends together against each other to form a monolithic and leakproof joint by thermosetting process. The pressing may be required to be done with jacks / hydraulic jacks / butt fusion make etc complete with all materials labour as directed by Engineer In Charge including giving satisfactory hydraulic testing( Here is jointing by Electon Fussion method only) |
| 127 | 110 mm dia HDPE PE100 6 kg/cm2 |
| 128 | 90 mm dia HDPE PE100 6 kg/cm2 |
| 129 | 75 mm dia HDPE PE100 6 kg/cm2 |
| 130 | 63 mm dia HDPE PE 100 6 kg/cm2 |
| 131 | Item No. 6 : 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, giving hydraulic testing etc. complete as directed by Engineer-in-charge (For all class of pipes.) |
| 132 | 200 mm dia with coupler |
| 133 | 300 mm dia with coupler |
| 134 | Item No. 7 :Lowering, laying and jointing G.I. pipes and specials of following class and diameter including conveyance from |
| 135 | 65 mm dia medium class |
| 136 | 80 mm dia medium class |
| 137 | Item No. 8 : Lowering, laying and jointing in positionfollowing 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.) |
| 138 | 100 mm dia PN1 without by pass arrangement |
| 139 | 80mm dia PN1 without by pass arrangement |
| 140 | Item No. 9 : Providing and constructing B.B. Machinery Valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, exlcuding excavation, B.B. Masonry in CM 1:5 proportion precast RCC frame & cover, etc. complete ad directed by Engineer-in-charge |
| 141 | Item No. 10 : Providing and fixing CI 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 |
| 142 | 225mm x 300 mm (40 kg) |
| 143 | Item No. 11 : Providing and casting in situ cement concrete for PCC work in M-15 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items including bailing out water manually formwork, compacting, roughening them if special finish is to be provided and curing and finishing if required complete |
| 144 | PCC M:150 |
| 145 | Item No. 12 : Refilling the trenches with available exvavated 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 |
| 146 | Refilling |
| 147 | Item No. 13 : Providing and fixing board displaying information, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat ofZinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mm x35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge PWD DSR 2018-19 Pg No.81I.No. 287 Basic Rate Rs. 7968/- Add 10% H.A. |
