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| 1 | Warveli Part 02 |
| 2 | Item No. 1Excavation in general in soft material comprising of soft soil, soft murum, sand,hard murum with boulders in wet or dry condition for Head Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, etc. complete excluding refilling. |
| 3 | Lift 0.00 M to 1.50 m |
| 4 | Lift 1.50 M to 3.00 m |
| 5 | Lift 3.00 M to 4.50 m |
| 6 | Lift 4.50 M to 6.00 m |
| 7 | Lift 6.00 M to 7.50 m |
| 8 | Lift 7.50 M to 9.00 m |
| 9 | Item No. 2Excavation in general in hard material comprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required in wet or dry 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 barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, excluding refilling. |
| 10 | Lift 0.00 M to 1.50 m |
| 11 | Lift 1.50 M to 3.00 m |
| 12 | Lift 3.00 M to 4.50 m |
| 13 | Lift 4.50 M to 6.00 m |
| 14 | Lift 6.00 M to 7.50 m |
| 15 | Lift 7.50 M to 9.00 m |
| 16 | Lift 9.00 M to 10.50 m |
| 17 | Item No. 3Providing and laying in situ Cement concrete in proporation .... of trap metal for foundation and bedding, including balling out water manually, formwork, compacting and curing etc. complete. |
| 18 | P.C.C 1:2:4 ( M-15 ) |
| 19 | AS PER RA |
| 20 | Item No. 4Providing & costing inconstructingin situ. C.C of trap granite/ quartzite / gneiss/ metal of approved quality of R.C.C. work as per detailed drawing & design or as directed by Engg. in charge including dewatering , ceterind from work,compacting, finishingthe formed surface withC.M. 1:3 of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if spetial finish is to be provided & curing etc. complete. ( By weight batching & mix design for M-250 & M-300 only use of L&T, ACC Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S or Tor reinforcement in R.C.C. M-200grade. RA Attached |
| 21 | 1) R.C.C. M-200 for Beam |
| 22 | 2) R.C.C. M-200 for walkway slab |
| 23 | 3) R.C.C. M-200 for vertical wall( 0TO 5 M) |
| 24 | 3) R.C.C. M-200 for vertical wall (5 TO 10M ) |
| 25 | AS PER RA |
| 26 | Item No. 5Providing & fixing in position steel bar reinforcement of various diameters for R.C.C. Pipes,caps,footing, foundation, slab, beams, columns, canopies, staircase, newels,chajjas, lintels,pardies,coping,fine arches etc. as per detailed designs, drawing & schedule s including cutting, bending, hooking the bars,bindingwith wires or tack welding & supporting as required etc. complete (including cost of binding wire). Tor steel |
| 27 | Item No. 6Providing & laying weep holes of 80 mmAC/PVC pipe as per drawing for abutment returns, return wallsetc. complete. |
| 28 | Item No. 7Dewatering the excavatyed trenches and pools of water by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-Charge (including cost of machinerylabour fuel )etc complete. |
| 29 | Item No. 8Reffiling the trenches with approved excavated material from foundation in 15cm to 20cm layers including watering and compaction etc. complete. |
| 30 | Item No. 9Providing and fixing in position C.I. dapuri steps or 22 mm dia. M.S. bar step with proper anchorage, etc. and providing and applying 3 coats of anticorrosive paint, etc complete as directed by Engineer- in-charge. |
| 31 | Item No. 10Providing and fixing 90 cm x 60 cm Marble plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete |
| 32 | Item No. 11Providing structural steel work in single stanchions composed of RSJ, channel, etc. with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineerincharge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paint and over it two coats of oil painting, etc. complete. (Bd- C-6/277) |
| 33 | Item No. 12Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, transporting bends to curved shape, etc. complete. |
| 34 | Item No. 13Carrying 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. |
| 35 | Item No. 14Taking trial bore (Core Bore Sampling) by Callyx machine with TCT/NX bits to gather undisturbed strata samples for investigation in all types of strata, soft soil, murum, hard murum with boulders, soft rock, hard rock and quartzite, etc. The item includes all hire and running cost of Callyx machine, conveying all materials to site of work excluding conveyance of callyx machine and back sampling all over burden strata in glass jar and core samples serially numbered at site in a wooden core box, samples to be taken at 1.0 M interval and conveying to the place as directed by Engineer-in-charge. The diameter of bore in overburden shall be 100 mm and of NX size (50 mm) in other strata. The item shall also include M.S. casing pipe of 2.5 mm thick plate in overburden only and shall be 1.0 M above GL with cap over it. |
| 36 | a) In overburden (soft soil , murum) |
| 37 | b)In weathered rock wih boulders |
| 38 | c)In weathered rock / soft rock |
| 39 | d) In hard rock other than quartzite |
| 40 | Sub Estimate No.2 - Switch House |
| 41 | Item No.1 :- Excavation for foundation pipe trenches in earth soils of all types sand gravel and Hard murum , including removing the excavated material up to a distance of 50M and lifts upto 1.50M stacking ,spreading as directed dewatering excluding backfilling complete. |
| 42 | Item No.2 :- Excavation for foundation/ Pipe trench inhard rock by controlled blasting including lift upto 1.50M including trimming and levelling the bed,removing the excavated material up to a distance of 50m. & lifts as below stackingas directed by Engineer-in-charge, normal dewatering &excluding back filling etc. complete. |
| 43 | Item No.3 :- Providing & laying in situfollowing gradec.c.oftrap/ granite /quartzite/ gneiss matel forfoundation & bedding including dewatering form work compaction finishing & curring etc.complete.M 150 |
| 44 | Item No.4 :-Providing laterite stone masonary in cement mortar 1:6 in foundation and plinth including striking joints on the unexposed faces and watering complete. |
| 45 | Item No.5 :- Refilling the trenches with available excavated stuff with soft material first over pipeline & then hard material in 15 cm layers with all leads & lifts including consolidation search chargingetc. complete |
| 46 | Item No.6:- Providing and laying cement concrete flooring ---40 mm thick with cement concrete M-15 laid to proper line, level and slope in alternate days including compaction filling joints, marking lines to give appearance of tiles of 30 cm x 30 cm or other approved design, finishing smooth( with extra cement ) in approved colour as directed, and curing complete.IPS flooring |
| 47 | Item No.7 :-Providing laterite stone masonary in cement mortar 1:6 in superstructure including racking out joints where plastering is to be done watering and scaffolding complete. |
| 48 | Item No.8:- Prividing and casting in situ C.C. trap / granite / quarizite / gneiss metal of approved quality for R.C.C. work as per detailed drawings and designs oras derected by Engineer in charge including normal dewatering centering, forwork, compaction,finishing, the sufficient minimum thickness to give a smooth and even surface wherever necessary or roughning if special finish is to be provided and using etc. complete. excluding tor steel reinforcement vertical wall M200 |
| 49 | i)Slab M-200 |
| 50 | ii)Lintel M-200 |
| 51 | iii)Chajja M-200 |
| 52 | Item No.9:-Providing and fixing factory made precast door/window frames of cement concrete (as per IS-456-2000) M-40 grade of section 100 x 60 mm including reinforcement as per I.S.6523 with polymeric blocks having screw holding capacity of 250 kg. screw, fixed in position of R.C.C. frame as per requirement and as per specifications without fan light including holdfasts, carting and erecting in position and two coats of oil paint etc. complete. |
| 53 | Item No.10 :-Providing and fixing solid core flush door shutter commercial insingle leaf 32 mm thick without ventilator commercial type ofexterior grade as per detailed drawings with wrought iron hold fast, stainless steel fixtures and fastenings and handles on both sides and finishing with oil painting 3 coats completePWD SSR 22-23 SSR No1208/ssr no 39.10 Rs.2913/- +10% |
| 54 | Item No.11:-Providing and fixing RCC JALI 80 mm thick including carting and erecting in position and two coats of oil paint etc. complete. |
| 55 | Item No.12 :- Providing & fixing in possition steelbar reinforcement of various diamaters for R.C.C. piles,caps, footing, foudationa, slabs, beams, columns, canopies staircases, pardies etc. as per detailed designs, drawings and schedules, including cutting bending, hooking the bars, binding with wires, and supporting as required etc.complete ( including cost of binding wire)Tor steel |
| 56 | Item No.13:-Providing internal cement plaster 12 mm thick in a single coat,in cement mortar 1:3neeru finish to concrete or brick surface in all positions including raking out joints, scaffolding and curing complete. |
| 57 | Item No.14:-Providing and applying two coat of waterprrof cement paint of approved manufacture and color to the plastered surface, including scaffolding preparing the surface, watering for two days complete. |
| 58 | Item No.15:-Providing and applying washable oil bound distemper of approved colour, shade and quality to old/ new surface, in two coat including scaffolding, preparing the surfaces complete. |
| 59 | Sub Estimate No.3 - Pumping Machinery |
| 60 | Item No.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 per manufacturer\"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 provided with each pump. |
| 61 | Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 12 stages |
| 62 | 10.00 BHP PUMPSET |
| 63 | Item No.2 - Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. |
| 64 | 3 core 10sqmm |
| 65 | Item No.3 - Supplying and erecting Fully Automatic Star Delta starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil, over load element, and ON OFF push buttons, with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser. |
| 66 | > 7.5 HP & Up to 12.5 HP |
| 67 | Item No.4 - Providing , installing & commissioning main control pannel boardincluding V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for > 7.5 HP & Up to 12.5 HP pump etc.complete. (Market rate) |
| 68 | Item No.5 - Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main. |
| 69 | Item No.6 - Providing tools for pumping. |
| 70 | Item No.7 - Supplying and erecting, XLPE / PVC insulated, armoured cable 1100 V grade with ISI mark Four core, solid / stranded aluminium conductor with 6 mm thick 25 mm width M.S. spacer with G.I. Earth wire 6 sq mm, complete erected on wall / on pole with 25 X 3 mm M.S. clamps or in provided trench in an approved manner. |
| 71 | Item No.8 - Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP |
| 72 | Item No.9 - Providing 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) |
| 73 | Sluice valves 80 mm Dia. |
| 74 | Item No.10 - Providing 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) |
| 75 | Reflux valves 80 mm Dia |
| 76 | Item No.11 - 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.) |
| 77 | Sluice valves 80 mm Dia. |
| 78 | Reflux valves 80 mm Dia |
| 79 | Sub Estimate No.4 - Rising Main |
| 80 | Item No. 1ProvidingISImarkG.I.Pipeoffollowingclassanddia. Includingalllocalandcentraltaxes,octroi,inspection charges, transportation to stores. etc. complete. |
| 81 | GI PIPE 100 MM DIA M CLASS M 8.64kg/m. |
| 82 | Item No.2 - 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. |
| 83 | 110 MM DIA HDPE PN 10 PIPE. |
| 84 | Item No. 3Providing double flange sluice valve confirming for IS- 14846 |
| 85 | Sluice valves 80 mm Dia. |
| 86 | Item No. 4Providing & supplying ISI mark CI D/F reflux valve (Non- returnvalve)offollowingdiaincludingalltaxes(central andlocal), railwayfreight, inspectionchargesunloading from railway wagon, loading into truck, transportation upto department stores/site, unloading, stacking etc. complete. reflux valves as per I.S.5312 part I (1984) |
| 87 | Reflux valves 80 mm Dia |
| 88 | Item No. 5Providing, erecting, connecting double flanged short body pattern tye manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200generallyconforminginBS5155,Syntheticrubber faced ring secured on disc by retaining ring with stainless steelscrewstubshaftofstainlesssteelridinginTeflon bearings excluding C.C. foundation/ structural steel support confirming to IS 3095-1991. |
| 89 | Sluice valves 80 mm Dia. for Washout |
| 90 | Item No. 6ProvidingandsupplyingAirvalvesasperIS-10845and MJP’s standard specifications of approved mark and quality offollowingdiametersincludingalltaxes (Central andlocal),railwayfright,inspectionchargesunloading fromrailwaywagons,loadingintotruck,transportation upto departmental stores/ site, unloading and stacking etc. complete. |
| 91 | Item No.7 - 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 back- filling, etc. complete. |
| 92 | (HARD MURRUM BOULDER) |
| 93 | Item No 8 - Excavation in laterite rock masses mechanically |
| 94 | (LATERITE ROCK) |
| 95 | Item No. 9 - Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. |
| 96 | Item No. 10LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. |
| 97 | GI PIPE 100 MM DIA M CLASS M 8.64kg/m. |
| 98 | Item No.11 - 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 |
| 99 | 110 MM DIA HDPE PN 10 PIPE. |
| 100 | Item No. 12Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including nut bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 101 | Sluice valves 80 mm Dia. |
| 102 | Item No. 13Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 103 | Reflux valves 80 mm Dia |
| 104 | Item No. 14Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 105 | Sluice valves 80 mm Dia. for Washout |
| 106 | Item No. 15Lowering, Layingand fixing in proper alignment and position all types of C.I. Air valves as directed by Engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete. |
| 107 | Air valves 25 mm Dia- Single Bash |
| 108 | Item No. 16Providing and fixing in position M.S. air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting in M-150 for fixing the box in position, applying two coats of oil paint, painting chainage, locking arrangement, etc. complete as directed by Engineer-in-charge. |
| 109 | Item No. 17ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. |
| 110 | b) 1:2:4 (M-150) grade for encasing |
| 111 | Basic Rate Rs6798.72.00 |
| 112 | As per RA |
| 113 | Item No. 18ProvidingandconstructingB.B.masonryvalvechamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5proportion 12 mm thickcementplasterincm1:4proportiononbothsides with providing and fixing C.I. manhole frame and cover in RCC1:2:4copingorcmthickslabetc.completeas directed by Engineer-in-charge. |
| 114 | Size 0.90 x 0.60 x 1.20 |
| 115 | Item No.19 - Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 116 | Item No. 20HydraulictestingofG.I.pipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforthelengthupto1kmusingreciprocatingtype pumpswhichshouldbeabletoprovidespecifiedtest pressure gauges and other necessary equipments,labour operationchargesetc.requiredfortesting,Therates underthisitemshallalsoincludecostofretestingif necessary and reinstating to original postion. |
| 117 | GI PIPE 100 MM DIA M CLASS M 8.64kg/m. |
| 118 | Item No. 15Hydraulic 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. |
| 119 | 110 MM DIA HDPE PN 10 PIPE. |
| 120 | Item No. 16Giving satisfactory hydraulic testing of following C.I. D / F Reflex valves, Butterfly valves and Sluice valves. |
| 121 | Sluice valves 80 mm Dia. |
| 122 | Reflux valves 80 mm Dia |
| 123 | Sluice valves 80 mm Dia. for Washout |
| 124 | Distribution System |
| 125 | Item No. 1Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, 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. |
| 126 | GI Pipe 50 mm Dia M Class 330 kg/m |
| 127 | GI Pipe 65 mm Dia M Class 419 kg/m |
| 128 | GI Pipe 125 mm Diam Class 16.70 kg/m |
| 129 | Item No. 2Providing 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. |
| 130 | Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form |
| 131 | 63 mm dia HDPE PN 6 Pipes |
| 132 | 75 mm dia HDPE PN 6 Pipes |
| 133 | 90 mm dia HDPE PN 6 Pipes |
| 134 | Item No. 3Providing 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 GOI & GOM in all respect etc. complete |
| 135 | Sluice valves 50 mm Dia |
| 136 | Sluice valves 65 mm Dia |
| 137 | Sluice valves 80 mm Dia |
| 138 | Item No. 4Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete. |
| 139 | Air Valve 25 mm Dia |
| 140 | Item No. 5Excavation 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. (BdA-3/259) |
| 141 | Item No. 6Excavation in laterite rock masses mechanically |
| 142 | LATERITE Rock |
| 143 | Item No. 7Filling 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. (Bd-A-10/263) |
| 144 | Item No. 8LoweringLaying&jointingG.I.pipesandspecialsof followingclassanddiameterincludingconveyancefrom storestositeofworks,alllabour,givingsatisfactory hydraulictest,etccompleteeitherunderground orin vertical position, as directed by Engineer-in-charge. |
| 145 | GI Pipe 50 mm Dia M Class 330 kg/m |
| 146 | GI Pipe 65 mm Dia M Class 419 kg/m |
| 147 | GI Pipe 125 mm Diam Class 16.70 kg/m |
| 148 | Item No. 9Lowering, 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 |
| 149 | 63 mm dia HDPE PN 6 Pipes |
| 150 | 75 mm dia HDPE PN 6 Pipes |
| 151 | 90 mm dia HDPE PN 6 Pipes |
| 152 | Item No. 10Lowering, 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.) |
| 153 | Sluice Valve 50 mm Dia |
| 154 | Sluice Valve 65 mm Dia |
| 155 | Sluice Valve 80 mm Dia |
| 156 | Item No. 11Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves) |
| 157 | Air valves 25 mm Dia |
| 158 | Item No. 12Providing and fixing in position M.S. air valve boxes fabricated with 2 mm thick M.S. plate, 30 x 30 x 3 mm size M.S. angle frame, concreting in M-150. |
| 159 | MJP SOR2021-22 P No 140 ; INo 11 a 1 |
| 160 | Basic Rate Rs2626.8.00 |
| 161 | Item No. 13Providing and laying in situ Cement Concrete of trap/ granite / quartzite /gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering,form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) As per RA |
| 162 | a) 1:2:4 (M-150) grade for Thrust Blocks |
| 163 | b) 1:2:4 (M-150) grade for encasing |
| 164 | Item No. 14Providing 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 RCC frame and cover, etc. complete as directed by Engineer-in-charge. |
| 165 | As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover. |
| 166 | Item No. 15Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete |
| 167 | Item No. 16HydraulictestingofG.I.pipelinetospecifiedpressure includingcostofallmaterialsandlabourandwaterfor testingforthelengthupto1kmusingreciprocatingtype pumpswhichshouldbeabletoprovidespecifiedtest pressure gauges and other necessary equipments,labour operationchargesetc.requiredfortesting,Therates underthisitemshallalsoincludecostofretestingif necessary and reinstating to original postion. |
| 168 | GI Pipe 50 mm Dia M Class 330 kg/m |
| 169 | GI Pipe 65 mm Dia M Class 419 kg/m |
| 170 | GI Pipe 125 mm Diam Class 16.70 kg/m |
| 171 | Item No. 17Hydraulic testing of H. D. P. E./ M. D. P. E./D.I. 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. |
| 172 | 63 mm dia HDPE PN 6 Pipes |
| 173 | 75 mm dia HDPE PN 6 Pipes |
| 174 | 90 mm dia HDPE PN 6 Pipes |
| 175 | Item No. 18Providingandfixingboarddisplayinginformation, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangularshapeof1.20mx0.90msize made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stoveenamelonbacksideandborder/messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65mlongpaintedwithalternateblackandwhite bandsof25cmwidthincludingallfixturesetc.and fixing the boards in 1:4:8 concrete block of size 60 cm x60cmx75cmincluding,excavation,refilling, transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge MORTH 801 |
| 176 | Sub Estimate No.6 - Electrifacation Chrges |
| 177 | Providing & streching transmission line & making Additional electric load connection to Head works, including all charges as per MSEB rule |
| 178 | Sub Estimate No.7 - Trial Run |
| 179 | Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. |
| 180 | For single village without WTP |
| 181 | GST |
