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| 1 | SUB WORK NO.1 SUPPLY WELL DEPTH 15M DIA 4M Item No. 1. Excavation in Genral in soft material compressing of soft soil soft murum sand , hard murum with boulderin wet or dry condition for head works that is supplywell for lift 0 to 1.50 m. and lead of 150 meter including barrcading guarding disposing of surplus excavated stuff with in radius of 0.5 Km. as directed by Engineer in Charge Etc. Complete. Excluding refilling.Lift 0 to 1.5 M. |
| 2 | Lift 1.50 to 3 M. |
| 3 | Lift 3 to 4.50M. |
| 4 | Lift 4.50 to 6 M. |
| 5 | Lift 6 to 7.5 M. |
| 6 | Lift 7.50 to 9 M. |
| 7 | Item No.2 Excavation in Genral in hard material compressing of soft rock , hard rock Manjara rock by blasting / controllted blasting , Chisseling as required in wet or dry condition for head works that is supplywell for lift 0 to 1.50 m. and lead of 150 meter including barrcading guarding disposing of surplus excavated stuff with in radius of 0.5 Km. as directed by Engineer in Charge Etc. Complete. Excluding refilling.Lift9.0 to 10.50 M. |
| 8 | Lift 10.5 to 12 M. |
| 9 | Lift 12. to 13.50 |
| 10 | Lift 13.5 to 15 M. |
| 11 | Item No. 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. PCC M-150 |
| 12 | Item No.4. Providing and casting in situ C.C. of trap/granite/ quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction , finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. ( excluding M.S.S or Tor reinforcement)For Ring beam M- 200 Lift 10 to 15 Mtr. |
| 13 | For RCC wall Lift 0 to 5 Mtr. BGL +AGL |
| 14 | Lift 5 to 10 Mtr. BGL |
| 15 | Lift 10 to 15 mtr. BGL |
| 16 | Item No. 5. Providing and fixing in position steel bar reinforcement of various diameters for R.C.C. plles, caps, footings,foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detaileddesigns drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding as required complete.(including cost of binding wire)@ the rate of 0.80 Kg Per cumLift 0 to 5 Mtr. BGL +AGL |
| 17 | Lift 5 to 10 mtr. BGL |
| 18 | Lift 10 to 15 mtr. BGL |
| 19 | Item No. 6. Providing and fixing M.S. ladder 0.50 m wide consisting of 75 mm x 10 mm M.S. flats stringer and steps of 16 mm diameter bars in double row about 25 cm c/c including all fixtures cutting holes, welding, anchoring and applying three coats of anti corrosive paint etc. complete as directed by Engineer Incharge. Out Side Supply well |
| 20 | Item No.7. Taking Horizontal boreby boring machineetc. complete. |
| 21 | Item No.8. Dewatering the excavated trenches and pools of water in the building/trench area by using pumps and other devices including disposing of the water to safe distance as directed. |
| 22 | Item No. 9 Refilling the trenches with and floor with available excavation stuffsoil or murum in 15 cm to 20 cm layers including watering and compaction complete. |
| 23 | Item No.10. Providing and fixing in well suitabledia A.C/PVC. pipe as aweep hole 1.50 m C/ C staggered pipe sloping outside the well steining so that to prevent sand incoming along with water current with all lead and lifts as directed. 90 mm dia.Pipe |
| 24 | Item No. 11.Yield Test |
| 25 | Item No. 12. Providing and fixing mild steel grill work for windows / ventilators of 33.60 Kg. /Sqm( 6mm plate @ 75 mm C/C. As per drawings including necessary welding and painting with one coat of anticorrosive paint and two cats of oil painting etc. complete. |
| 26 | Item No. 13. Providing and fabricating structural steel work in single stanchions composed of R.S.J. channel, etc. with caps, bases, mild steel plastes angles, anchor bolts etc. as per detailed design and drawing or as directed including cutting, fabriction, hoisting, hoisting, errecting, fixing in position, making reveted/bolted/welded connection and one coat of anticorrosive paint, and over it two coats of oil painting etc. complete.ISMB 200x 100 mm x 5.7 mm |
| 27 | Add 20% for hoisting arrangement |
| 28 | Item No. 14. Providing and filling around the well boulder filling of selected variety and size loading unloading cost of material labour trasportation etc. complete. With all lead and lifts |
| 29 | Item No. 15. Providing and fixing G.I. pipe railing having 1.0 M. height consisting 50 x 50 x 6 mm thick M.S. angles as vertical at 1.50 Mc / c, and additional posts at every corner with 3 rows of 25 mm dia. G.I. pipes of medium class veriety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all albour , transpoting bends to curved shape , etc. complete. |
| 30 | SUB WORK NO.2 SWITCH ROOM Item No.1 Excavation for foundation in hard murum and boulder including removing the excavated material up to a distance- -- etc. cmplete.Lift 0.00 to 1.50 M |
| 31 | Item No. 2. Providing dry rubble stone soling 15 cm / 30 cm thick including hand packing fifnishing compaction etc. complete. |
| 32 | Item No. 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 & curing etc. complete.C.C. 1 : 2 : 4 |
| 33 | Item No. 4. Providing and laying in situ C.C. of trap/granite/ quartzite /gneiss metal of approved quality for R.C.C. work as per detailed drawing & desings or as directed including dewatering, centering, formwork, compaction,finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface whereever necessary or roughening if special finish is to provided & curing etc. complete. (excluding M.S. reinforcement) For R.C.C. (M-15) grade parapets, curtain walls vertical walls or partition walls, vertical walls or pardi, etc. Lift 0.00 to 3.00 M. Footing M- 150 |
| 34 | for column m- 150 |
| 35 | For Beams & Lintels m - 150 |
| 36 | For Chajjas M- 200 |
| 37 | For Slab & Landing M- 200 |
| 38 | Item No. 5. Providing and fixing in position steel bar reinforcement of various diameters for R.C.C. plles, caps, footings,foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding as required complete.(including cost of binding wire) Lift 0.00 to 3.00 M. |
| 39 | Item No. 6. Providing IInd class B.B. masonry with conventional/I.S. type bricks in C.M. of following proportion in super structure including stricking out joints racking out joints, watering & scffolding etc. complete. (with 30% mortar) 1:6 Lift 0.00 to 5.00 M. |
| 40 | Item No. 7. Providing and fixing 18 guage M.S. sheet door withbframe work 40 x 40 x 6 mm M.S. Angle including locking arrangements, hold fast including applying anticorrossive primer coat of red lead paint and 2 coats of oil paint and 12mm square bar at bottom as Doors |
| 41 | Item No. 8. Providing and fixing steel window of various sizes as per detailed drawings without hot dip zinc coating, without ventilators including fabrication, glazing with plain/obsecured glass pan and of approved type and quality and fixtures and fastenings, without teak wood boxing & architraves and finishing with oil painting two coats complete. B&C CSR It No. 30 page No. 309 |
| 42 | ItemNo. 9. Providing cement plaster for following thickness in single coats in cement mortar1 n following proportions without cement/neeru finish to concrete, bricks or stone surfaces in all positions including scaffolding and curing complete. B & C CSR It No. 6 Page No. 260) A ) 12 mm thick cement plaster cement mortar \"for Inside1:3 |
| 43 | Item No.10. Providing and applying washable oil bound distemper of approved colour and shade tonew surfaces including scaffolding, preparing the surfaces to receive priming coat and finshing coat etc. complete. complete as directed (For two coats). |
| 44 | Item No. 11. Providing and laying cement concrete flooring of following thickness 1:2:4 cement concrete laid to proper layer and slope in alternate days including compaction filling joints marking lines to give the apperance of tiles 30cm x 30cm or other size laid digonally or square fininishing smooth in any colour as directed by Engineer- In - charge and curingetc. complete. |
| 45 | Item No.12. Refilling the trenches with availableexcavated stuff with soft material first overpipeline and then hard material in 15 cmlayers with all leads and lifts includingconsolidation, surcharging, etc. complete. |
| 46 | Item No. 13.Providing electrification in switch control Room |
| 47 | SUB WORK NO.3 PUMPING MACHINERY Item No.1 Providing erecting and giving test ofSubmersible Pumpsets conforming to is 8034 and motor conforming to IS 9283. Pump shall be suitable for various delivery head and discharge with stainless steel pump shaft and polypropylene impeller. Motor suitable for working on 415 V + 10% .3 Ph., 50 Hz. A.C. supply Cable guard, thrust carbon/fibre beaning to accept entire hydraulic thrust, waterproof winding shall be Provided. The pump set shall be suitable for direct coupling. Pump shall have suitable outlet as per manufacturers design antithrust stream lined non return valve shall be Provided with the pum. Suitable suction strainer shall also be provided. 3 core single / double run copper conductor submersuble type flat cable 3m and 2 pairs of erection clamps shall be provided along with the pump rates per pump upto 20 stages are as below.Submesible pump 150mm dia (with bronze /stainless steel(CF8M)Impeller up to 8 stages 2 B.H.P. head - 36 |
| 48 | Item No. 2 Supplying and erecting DOL starter to operate squirrel cage induction motor working on 380- 440 Volt, 3 phase, 50 Hz with no volt coil and over load element with necessary material and connected to supply, etc complete. Starter with original sheet steel encloser. I.G.-4 with contractor rating 16 amp. 2 B.H.P. head - 36 |
| 49 | Item No. 3 Supplying and erecting plain copper conductor PVC insulated flexible cable as per IS 694/1990 of following grade upto 1100 volts.CB 1-3 core - 4 sq mm PVC cable |
| 50 | Item No. 4 Providing and fixing of steel clamp fabricated from M.S. flat 65 mm x 6 mm 1 m length including nut bolts and washers. M.S. Clamp. |
| 51 | Item No. 5 Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. completeas per IS-1239/2004.50 mm dia. G.I. Heavy Class. |
| 52 | Item No. 6 Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, etc. complete either underground or in vertical position, as directed by Engineer-in-charge 50 mm dia. G.I. Heavy Class. |
| 53 | Item No. 7 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 Sluice valve 50 mm dia. |
| 54 | Non Return valve - 50 mm dia. |
| 55 | Item No. 8 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.) Sluice valve 50 mm dia. |
| 56 | Non Return valve - 50 mm dia. |
| 57 | Item No. 9 Providing & erecting 3 Pole MCCB upto 100A, 415V, with short circuit rating 25 kA (Ics=100% of Icu ),adjustable thermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/ UV/ trip alarm contact and MCCB should have phase barriers both sides, in provided enclosure on iron /GI frame as per specification no. SW-SWR/MCCB32 A/40-4Pole, 3 Phase. |
| 58 | Item No.10 Supplying and erecting cupboard for enclosing switchgears or for any other purpose made from selected marine plywood planks 19 mm thick duly varnished/ painted from inside and from outside with brass hinges and locking arrangement with suitable lock with keys in duplicate. Cupboard shall be duly grouted with suitable size of iron work in wall at the bottom. (Size of cupboard shall be specified in the estimate) |
| 59 | Item No.11 L.T. current transformer with wound/bar primary 10/5 Amp, ratio with 15 VA burden erected in provided M.S. box duly secured with inslulting materials and connected to the meter. L.T. Transformer |
| 60 | Item No. 12 Providing and erecting main switch or ISI mark - Amp. |
| 61 | Item No. 13 Providing and fixing frame work for pannel board near well with ISMC 100x50 and ISA 35x35x6 mm etc.complete.M.S.Frame pannel board |
| 62 | Item No. 14 Supplying and erecting PVC pipe \"B\" class 25 mm to 40 mm for eneclosing PVC cable. PVC cable. |
| 63 | Item No. 15 Supplying and erecting galvanised cast iron earth plate 60x60x0.6 cm buried in specifically prepared earth pit 1:5 m below ground level with 30 kg Charcoal and Salt in alternatre layers necessary length of double G.I. Earth wire 8 SWG connected to plate with cadmijm plate G.I. nut bolts 12 mm dia. with bituminous compound and run through 12 mm dia .G.I. pipe 3 m long remaining portion of G.I. wire from surface of earth to switch gear in PVC ippe upto accessible height duly sealed at both ends by bituminous compound complete connected to the nearest switch gear with end socket as per direction and duly tested by earth tester and recording the results. Earth Plate. |
| 64 | Item no 16 Supplying and erecting \"B\" class G.I. Bend in position with necessary material.PW1-5 50 mm dia G.I. Bend |
| 65 | PW 2-5 G.I. Tee 50 mm dia. |
| 66 | Item No. 17 Making trenches of suitable width and 0.7 m deep and laying provided L.T. cable and refilling the same with screened sand bed of 0.2 m thick to embedded the cable and bricks placed on both sides length wise and top width wise all over the run and refilling the excavated earth without shone or hard material and making the surface proper with 0.15 m crown on the top.Trench……….. |
| 67 | Item No. 18 Providing and errecting voltmeter A.C. 50 Cycles / Sec. With 0 to 500 v. range flush type errected on provided M.S. 60 and errected withnecesssary PVC wireVoltmeter 144 x 144 Sq. mm. |
| 68 | Item No. 19 Providing and errecting ammeter A.C. 50 0/5 450 v. or suitable range flush type complete errected in provided M.S. box connected to supply .Ammeter 96 x 96 Sqmm. |
| 69 | Item no 20 Supplying and errecting set of 3 pilot lamp all back light with colour glasses with monitor lamp 230 volt / 250 volt errected on provided M.S. box with pannel type fuses and connected with PVC wire. |
| 70 | Item No. 21 Supplying and errecting triple pole Iron clad/metal clad switch and fuse 415/500 v. of suitable rating as below or approved make errected on original frame.I)Incoming ICTPN-32 Amp/ |
| 71 | ii)out going ICTP-16 Amp. |
| 72 | iii)For lighting ICDP-16 Amp. |
| 73 | Item No. 22 Providing and fixing M.S.E.B.kitkat set etc. complete |
| 74 | Item No. 23 Operation of Pumping Machinary through mobile network system |
| 75 | SUB WORK NO.4 RISING MAIN Item No. 1. 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. preparing the bed for the foundation and excluding back filling complete. |
| 76 | Item No. 2.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. |
| 77 | Item No. 3. 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 dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 78 | Item NO.4 Excavation for foundation / pipe trenches in soft rock and old cement and lime masanory foundation asphalt 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 dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 79 | Item No. 5. 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, including all statutary duties and taxes such as GST levied by Gol and GoM in all respect,transportation and fright charges inspection charges, loading / unloading charges, conveyance to the departmental stores / site & stacking the same in closed shade duly protecting from sunrays & rains, etc. complete. 90 mm HDPE 6 kg/sqcm PE - 100 |
| 80 | Item No. 6 Lowering laying and jointing H.D.P.E./M.D.P.E. pipes in proper position including all specails by compresssion fitting/ electrifusion and butt fusion jointing procedure as per revant 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 HDPE 6 kg/sqcm PE - 100 |
| 81 | Item No. 7. Hydraulic 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 and cap making arreangment for filling safe water using reciprocating typ pumps which should be able to provide specified test pressure gauges and other necessaery 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. 90 mm HDPE 6 kg/sqcm PE - 100 |
| 82 | Item No. 8. Providing ISI mark GI. pipe of following class and dia.including all statutory duties & taxes such as GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. complete as per IS-1239/2004. One coupler shall be provided with each full length of pipe cost of which is included in rates below.150 mm GI Pipe Medium for incasing in Nalla |
| 83 | Item No. 9 Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour etc. complete either underground or in vertical position, as directed by Engineer-in-charge.150 mm GI Pipe Medium for incasing in Nalla |
| 84 | Item No. 10 ProvidingHDPE and GI andspecials- -- etc. complete 10% of cost Pipe |
| 85 | Item No. 11. 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) 80 mm Sluice Valve/ scour valvePN 1.6 |
| 86 | Item No. 12. Lowering, laying and jointing in position followingC.I.D/F Reflex valves, Butterfly valves and Sluicevalves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.) 80 mm Sluice Valve/ scour valvePN 1.6 |
| 87 | Item No. 13. Giving satisfactory hydraulic testing offollowing C. I. D / F Reflex valves,Butterfly valves and Sluice valves. 80 mm Sluice Valve/ scour valvePN 1.6 |
| 88 | Item No. 14. Valve Chamber with Precast RCC CoversProviding and constructing B.B. masonryvalve chamber with 15 cm thick 1:3:6proportion PCC bedding, excludingexcavation, B.B. masonry in CM 1:5proportion precast RCC frame and cover, etc.complete as directed by Engineer-in-charge.Note : Wall thickness : 0.23 M for depth of 1.2M and 0.35 M for balance depth exceeding1.2 M.As above of 60 x 45 cm internal size anddepth upto 0.9 M with precast R.C.C. slabcover. |
| 89 | Item No. 15. Providing and supplying Air Valves as per IS-10845 and MJP’s standard specifications double orifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including all taxes such as GST leivied by GOI and GOM in all respect railway freight, inspection charges, unloding from railway wagons, loading into truck, transportation upto departmental stores / site, unloding and stacking etc. complete.40 mm Doubleball flangedKinetic air valve |
| 90 | Item No. 16 Lowering, 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).40 mm Doubleball flangedKinetic air valve |
| 91 | Item No. 17 Providing and fixing 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 flange of air valve tee, providing PCC block of M-150 concrete 150 mm thick around the air vlave tee including encasing of vertical shaft on PCC M-150 as shown in type design together with providing and making flanged joints wherever required and fxong of air valve over the shaft excluding cost of air vavle and branch flanged air valve tee. Etc. complete. As per type designed and as directed by Engineer - In - charge .Upto 150 |
| 92 | Item No. 18 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.PCC M-150 |
| 93 | Item No. 19 Filling in plinth and floors / trencheswith approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
| 94 | SU7B WORK NO.5 RCC ESR CAPACITY 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 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 of the surplus stuff within a lead of 50 meters, 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 out side, stainless steel Ladder in container, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. piperailing around walk way and top slab, providing spiral staire case from ground level to roof level,M.S.grill gate of 2 mtr.height with locking arrangement of approved design. B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of Acrylie emulsion with silicon additives paint to the structure including roof slab epoxy painting to internal surface & 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. ESR 33,000 liters12 M staging Cost of 25,000 liters ESR = 975465 cost of 8000 lit ESR 8000 x 20.39 = 163120 TOTAL=1138585 Add for 5 MT Bearing Capacity 7.5% |
| 95 | Item No. 2. Providing and supplying ISI standard DI double flanged pipe excluding GST leived by GOI and GOM in all respect including railway freight insurance unloaduing from railway wagon loading into truck transport to store / site, unloading, stacking etc. complete as directed by Engineer -in- cahrge. (for 2.75 m bare pipe) 80 mm dia CI D/F pipefor Inlet Outlet Overflow Bypass and Washout |
| 96 | Item No. 3. Providing double flange sluice valve confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc complete.100 mm dia PN 1for Inlet |
| 97 | 100 mm dia PN 1Bypass |
| 98 | 100 mm dia PN 1Washout |
| 99 | Item No. 4. Providing and supplying ISI standard D. I. specials &fitting 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 / site, loading and unloadingincluding all such as GST levied by GOI & GOM in all respect, complete as per IS-9523.80 to 300 mm dia. |
| 100 | Item No.5. Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supported on M.S.Angles ( 50mm x 50mm x 6mm) at 2.5 Metres, Center to center including excavatingpits for foundqtion, fixing post in cement cocnrete 1:4:8 of size 45 x 45 x 45 cm fastening the wire and painting the M.S.Angles with one coat of red lead primer and two coats of painting etc.complete.plot size 15x15M |
| 101 | Item No 6 Providing and fixing M.S. gate 2.5 m wide for compound with 40 mm dia M.S. black pipe medium class, approved grill work, RCC M-150 side pillars of 25 cm x 40 cm x 2.5 m height, its foundation, finishing, painting etc. complete. |
| 102 | Item No 7 Transportation of following material to site of work including loading, unloading, stacking etc. complete.Metal |
| 103 | Sand |
| 104 | SUB WORK NO.6 Item No. 1. 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.Cement Road |
| 105 | Item No. 2. 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. |
| 106 | Item No. 3. Excavation for foundation / pipe trenches in soft rock and old cement and lime masanory foundation asphalt 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 dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 107 | Item No. 4. 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 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). 75mmPVC 4 kg/sqcm |
| 108 | 90mmPVC 4 kg/sqcm |
| 109 | Item No. 5. Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint).75mmPVC 4 kg/sqcm |
| 110 | 90mmPVC 4 kg/sqcm |
| 111 | Item No. 6.Hydrulic testing of PVC pipe line to specified pressure including cost of all materials and laboue and water for testing for specified length including cuttig, placing end cap making arrangment for filling safe water using resiprocating types pump 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.75mmPVC 4 kg/sqcm |
| 112 | 90mmPVC 4 kg/sqcm |
| 113 | Item No. 7. Providing ISI mark GI. pipe of following class and dia.including all statutory duties & taxes such as GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. complete as per IS-1239/2004.One coupler shall be provided with each full length of pipe cost of which is included in rates below 150 mm GI Pipe Medium for incasing in Nalla |
| 114 | Item No. 8. Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour etc. complete either underground or in vertical position, as directed by Engineer-in-charge.150 mm GI Pipe Medium for incasing in Nall |
| 115 | Item No. 9. Providing double flange sluice valve confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete. 80 mm dia PN 1 |
| 116 | Item No. 10. 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.)80 mm dia PN 1. |
| 117 | Item No. 11. Giving satisfactory hydraulic testing offollowing C. I. D / F Reflex valves,Butterfly valves and Sluice valves.80 mm dia PN 1. |
| 118 | Item No.12. 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) |
| 119 | Item No.13. 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.In PCC M-150 |
| 120 | Item No. 14. Filling in plinth and floors / trencheswith approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
| 121 | Item No. 15. Providing PVC and GI specails complete 10% of cost pipe |
| 122 | Item No :- 16 Providing and Constructing Cattle through as per rate analysis attach |
| 123 | Item No :- 17 Commissioning running and maintaining the scheme to quantities, rated, capacity, including manning necessary personel such as operater, valveman etc. As per reqirements of the scheme and who should also administer chemical does 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 competion of the above period as directed by Engineer-in-charge. |
| 124 | SUB WORK NO. 7 TAP CONNECTION Item No.:- 1 Provision for New Tap Connection to new pipeline A) With Road Crossing |
| 125 | B) WithoutRoad Crossing |
| 126 | Rate analysis for solid support |
