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| 1 | Subwork no 1:-Supply Well Depth 15 m Dia 5mItem 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.2Excavation 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- 200Lift 10 to 15 Mtr. |
| 13 | For RCC wallLift 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 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) @ the rate of 0.80 Kg Per cum |
| 17 | Lift 0 to 5 Mtr. BGL +AGLLift 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 corrosivepaint etc. complete as directed by Engineer Incharge. |
| 20 | Trial Bore |
| 21 | Item No.7.Taking Horizontal boreby boring machineetc. complete.Horizantal Bore |
| 22 | 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. |
| 23 | Item No. 9Refilling the trenches with and floor with available excavation stuffsoil or murum in 15 cm to 20 cm layers including watering and compaction complete. |
| 24 | Item No.11.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 |
| 25 | Item No. 12.Yield Test |
| 26 | Item No. 13.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. |
| 27 | Item No. 14.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, |
| 28 | 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 mmAdd 20% for hoisting arrangement |
| 29 | Item No. 15.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 |
| 30 | Item No. 16.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. |
| 31 | Subwork no 2:- Connecting Main L=20MItem 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 1.5 M and lead of 150 M including barricading, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling.For Head Works on river or dam sub mergence Lift 0 to 1.5 m |
| 32 | 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 baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling. Lift 3.0m to 4.50 m |
| 33 | Lift 3.0m to 4.50 m |
| 34 | Item No.3Providing and laying in situ plain cement concreteof trap/granite /quartzite/ gneiss metal for foundation and bedding including normal dewatering, formwork, compacting and curing etc. complete.PCC M150Lift of 5 To 10.0M |
| 35 | Item No.4Dewatering the exa ated trenches & pools of of water in the building trenches / pipe line trenches well works, by using pumps & other de ices including disposing off water to safe distance as directed by Engineer in charge ( including cost of machinery,labour,fuel) etc.complete. |
| 36 | Item No.5Providing D.I. pipes (push on joints pressure pipes of D.I. of following class and diametersconfirmingtotheI.S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality) excluding GST levied by GOI & GOM in all respet including Thirdparty inspection charges of TPI agency approved by MJP, including transit insurance, railway freight, unloading from railway wagon, loading into truck, Transportion to departmental store unloading,stacking,etc.completed, as directed by engineer-in- charge.(IS-8329:2000 latest version for pipesandIS 158/1969 and IS 12820/1989 or Latest edition / revision with amendments for Rubber Gasket 200mm dia DI k-7 |
| 37 | Item No.6Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour,etc. complete. . Note : Only SBR Rubber gaskets to be used as per IS-5382 and IS-12820 150mm dia DI k-7 |
| 38 | Item No.7Hydraulic testing of C.I./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 using water supplied by the conrractor. |
| 39 | Item No.8Supply of C.I. mechanical compression flanged / socket tailpiece (popularly known as I TM flanged/ Socket Tail-piece) suitable for making flanged connection with a plain barrel of C.I. spun pipes ( as per IS -1536/2001 ) and D.I. Pipes (as per I.S. 8329/2000) The tail piece to be supplied complete with sealing rubber gasket of S.B.R,.C.I. Follower glands and M.S. Nut bolts .The whole assembly should be mechanically and hudraulically tested to the provision as laid down in IS :1538/1993 .The rate are inclusive of cost of material ,frieght charges,loading ,transportation & unloading at deptt. store, excluding GST levied by GOI & MOI in all respect, etccomplete as directed 200 mm dia |
| 40 | Item No.9Supply of C.I. mechanical compression Coller couplingsuitable for f C.I. spun pipes ( as per IS -1536/2001 )and DI complete with sealing rubber gasket of S.B.R,.C.I. Follower glands and M.S. Nut bolts .The whole assembly should be mechanically and hudraulically tested to the provision as laid down in IS :1538/1993 200 mm dia |
| 41 | Item No.10Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 42 | exc qtyQty of PCC volume of pipe |
| 43 | Subwork no 3:- Approach Bridge 1.25m Wide 20M LengthItem No. 1.Excavation 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-in charge, etc. complete excluding refillingLift 0 to 1.5 M. |
| 44 | Lift 1.50 to 3 M. |
| 45 | Item No.2.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 |
| 46 | Item No.3.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 RCC footingPart A & Part B |
| 47 | Column upto GL & Above GL |
| 48 | For Plinth beam M- 200Lift0 to 5Mtr. |
| 49 | For RCC wallLift0 to 5Mtr. |
| 50 | Item No. 4.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) @ the rate of 0.80 Kg Per cum For RCC footing |
| 51 | Colum up to GL |
| 52 | For Plinth beam M- 200 |
| 53 | For RCC Slab |
| 54 | Item No. 5.Refilling the trenches with available excavated strubs with soft material first over pipe line and then hard material in 15cm layers with all leads and lifts including consolidation surcharging etc complete |
| 55 | Item No. 6.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. |
| 56 | Item No. 7.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. |
| 57 | Subwork no 4:-Pumping Machinery 3 BHP H- 38 Q- 10820Item No.1Providing 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 stages3 B.H.P. head - 38 |
| 58 | Item No. 2Supplying 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.3 B.H.P. head - 38 |
| 59 | Item No. 3Supplying 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 |
| 60 | Item No. 4Providing 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. |
| 61 | Item No. 5Providing 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. |
| 62 | Item No. 6Lowering, 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-charge50 mm dia. G.I. Heavy Class. |
| 63 | Item No. 7Providing 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 (1984Sluice valve 50 mm dia. |
| 64 | Non Return valve - 50 mm dia. |
| 65 | Item No. 8Lowering, 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. |
| 66 | Non Return valve - 50 mm dia. |
| 67 | Item No. 9Providing & 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/MCCB 32 A/40-4Pole, 3 Phase. |
| 68 | Item No.10Supplying 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) |
| 69 | Item No.11L.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.Item No.11 |
| 70 | Item No. 12Providing and erecting main switch or ISI mark - Amp. |
| 71 | Item No. 13Providing and fixing frame work for pannel board near well with ISMC 100x50 and ISA 35x35x6 mm etc.complete.M.S.Frame pannel board |
| 72 | Item No. 14Supplying and erecting PVC pipe \"B\" class 25 mm to 40 mm for eneclosing PVC cable. |
| 73 | Item No. 15Supplying 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. |
| 74 | Item no 16Supplying and erecting \"B\" class G.I. Bend in position with necessary material. PW1-5 50 mm dia G.I. Bend |
| 75 | PW 2-5 G.I. Tee 50 mm dia. |
| 76 | Item No. 17Making 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……….. |
| 77 | Item No. 18Providing 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 wire |
| 78 | Item No. 19Providing 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 . |
| 79 | Item no 20Supplying 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. |
| 80 | Item No. 21Supplying 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/ |
| 81 | ii)out going ICTP-16 Amp. |
| 82 | iii)For lighting ICDP-16 Amp. |
| 83 | Item No. 22Providing and fixing M.S.E.B.kitkat set etc. complete |
| 84 | Item No. 23Operation of Pumping Machinary through mobile network system |
| 85 | Subwork no 5:- Rising Main 110 mm HDPE 6Kg/sqm Length- 850 mItem 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. |
| 86 | 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. |
| 87 | 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. |
| 88 | Item NO.4Excavation 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. |
| 89 | 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. 110 mm HDPE 6 kg/sqcm PE - 100 |
| 90 | Item No. 6Lowering 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-II110 mm HDPE 6 kg/sqcm PE - 100 |
| 91 | 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.110 mm HDPE 6 kg/sqcm PE - 100 |
| 92 | 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 |
| 93 | Item No. 9Lowering, 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 |
| 94 | Item No. 10ProvidingHDPE and GI andspecials- -- etc. complete10% of cost Pipe |
| 95 | 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)100 mm Sluice Valve/ scour valvePN 1.6 |
| 96 | 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.)100 mm Sluice Valve/ scour valvePN 1.6 |
| 97 | Item No. 13.Giving satisfactory hydraulic testing offollowing C. I. D / F Reflex valves,Butterfly valves and Sluice valves.100 mm Sluice Valve/ scour valvePN 1.6 |
| 98 | 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.As above of 60 x 45 cm internal size anddepth upto 0.9 M with precast R.C.C. slabcover. |
| 99 | 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 |
| 100 | Item No. 16Lowering, 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 |
| 101 | Item No. 17Providing 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 |
| 102 | Item No. 18Providing 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 |
| 103 | Item No. 19Filling in plinth and floors / trencheswith approved excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
| 104 | Subwork no 6:- RCC ESR Capacity 45000 lit staging height 12 mItem 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 45,000 liters12 M stagingCost of 25,000 liters ESR = 975465cost of 20000 lit ESR 20000 x 20.39 = 313600TOTAL= 1289065Add for 5 MT Bearing Capacity 7. 5% =96680/- |
| 105 | Item No. 2.Providing and supplying ISI standard welded DI 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)100 mm dia DI D/F pipefor Inlet Outlet Overflow Bypass and Washout |
| 106 | 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 |
| 107 | 100 mm dia PN 1Bypass |
| 108 | 100 mm dia PN 1Washout |
| 109 | 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. |
| 110 | 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 excavating pits 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 |
| 111 | Item No 6Providing 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. |
| 112 | Item No 7Transportation of following material to site of work including loading, unloading, stacking etc. complete.Metal |
| 113 | Sand |
| 114 | Subwork no 7:- Distribution system 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 |
| 115 | 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. |
| 116 | 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. |
| 117 | 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 |
| 118 | 90mmPVC 4 kg/sqcm |
| 119 | 110mmPVC 4 kg/sqcm |
| 120 | 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 |
| 121 | 90mmPVC 4 kg/sqcm |
| 122 | 110mmPVC 4 kg/sqcm |
| 123 | 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 |
| 124 | 90mmPVC 4 kg/sqcm |
| 125 | 110mmPVC 4 kg/sqcm |
| 126 | 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 |
| 127 | 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 Nalla |
| 128 | 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. |
| 129 | 100 mm dia PN 1. |
| 130 | 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. |
| 131 | 100 mm dia PN 1. |
| 132 | Item No. 11.Giving satisfactory hydraulic testing offollowing C. I. D / F Reflex valves,Butterfly valves and Sluice valves.80 mm dia PN 1. |
| 133 | 100 mm dia PN 1. |
| 134 | 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) |
| 135 | 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 |
| 136 | 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. |
| 137 | Item No. 15.Providing PVC and GI specails complete10% of cost pipe |
| 138 | Item No :- 16Providing and Constructing Cattle through as per rate analysis attach |
| 139 | Item No :- 17Commissioning 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. |
| 140 | Item No :- 18.Providing and fixing board displaying information,such as \"Name of work,Tender cost,Name of Contractor,Work completion and liability periodetc\",having rectangular shape of 1.20mx0.90m size made up of 4mm aluminum composite pannel sheet with 0.5 mm skin thickness on either side bonded with white retroreflective sheeting of Class C (TypeXIMicro prismatic grade sheeting) having pressure sensitive adhesive. Retroreflective sheeting with specified background, borderand back side retoreflective symbols, letters,numerals,arrow as per IRC:67-2012 Table No 8.3,on M.S.angle of size 35x35x3mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly paint edincluding Two M.S.angle iron post sof size65mmx65mmx6mm,3.65 m long painted with alternate black and white bands of 25cm width includinga llfixtures etc.and fixing the board sin1:4:8 concrete block of size 60cmx60cmx75cm including, excavation, refilling, transportation, and laboure tccomplete. Class_C_ (TypeXIMicro prismatic grade sheeting) shall have 10 years written warranty from the manufacturer including the Digitally Printed area swith Lat ex printing technology with sheeting manufcturer approve dink sand laminated with UV overlayf ilmand this warranty certificate inoriginal should be submitted to the Engineer in charge by the contractor/supplier. |
| 141 | Subwork no 8:-Provision for FHTC tap connectionItem No.:- 1Provision for newTap Connection to new pipelineA) With Road Crossing |
| 142 | B) WithoutRoad Crossing |
| 143 | Item No.:- 2a)Providing & Erecting solid support for tap conn include nessery dranage conn etc. |
