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| 1 | Sub Estimate No.1:- Perculation Well Deepning 3.00 M:-- . Excavation in general inHardmaterial comprising of soft rock, hard rock, manjara rock etc by blasting / controlled blasting, chiseling as requiredin wet or dry condition for Head Worksi.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-in-charge. etc. complete excluding refilling.Lift11.50 m to 12.00 m |
| 2 | Lift12.00 m to 13.50 m |
| 3 | Lift13.50 m to 15.00 m |
| 4 | Taking Horizontal Bore complete 4 inch |
| 5 | Dewatering the excavated trenches and pools of water in the building trenches/pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer in charge (including cost of machinery labour ,fuel)etc. complete. |
| 6 | Carrying out recuperation/ yield test for asserting the discharge of constructed well/ excavated profile as directed by Engineer-in-charge. The test is carried out by drawing down water from well/profile below normal/ subsoil water level up to full depth rise in water level is recorded. The normal water level/subsoil water level in the well/profile as well as strainer/suction level of pump as per design of W.S. scheme shall be recorded prior to the test including cost of all material, overhead, laborers, etc.complete as directed. The test shall be carried out as per Tech. Circular No. 2597 and 2011-97 and shall be carried out for 7 days. |
| 7 | Sub Estimate No.2:- Pumping Machiner3.00 HP,LPH-4234 H=45 M.:- . Providing, erecting and giving test of submersible pump setconforming to IS 8034 and motor conforming to IS 9283,with water proof winding. Pump shall be suitable for various delivery head anddischarge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph,50 Hz A.C. Supply, with cable guard, thrustcarbon/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 copperconductor cable in single / double run and 2 pairs of suitable size erection clamp 10mm thick shall be provided with each pump. |
| 8 | Providing ISI mark G.I. pipes of following class and dia. including all local andentral taxes, octroi, inspection charges, transportation to stores, etc. complete.80 mm Dia G.I Pipe .- Medium - |
| 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, giving satisfactory hydraulic test, etc. complete, either underground or in vertical position, as directed byEngineer-in-charge.80 mm Dia G.I Pipe .- Medium |
| 10 | Supplying and erecting plain copper conductor PVC Insulated flexible cable as per I.S 694/1990 of following grade up to 1100 volts |
| 11 | Supplying and erecting D.O.L starter to operate squirrel cage induction Motor working on 380-400 V.3 Phase 50 Hz with no volts coil and overload element with necessary material and connected to supply etc. complete .Starter with original sheet enclose.up to 7.50 HP |
| 12 | Providing and erecting Voltmeter A.C. 50 cycles per second with 0 to 500 Volts range flush type erected on provided M.S box and connected supply. |
| 13 | Providing and erecting AmmeterA.C. 50 cycles per second with 400 Volts range flush type erected on provided M.S box and connected supply. |
| 14 | Supplying and erecting bank of metalized polyproulen capacitor with the standard capacities of 2,3,5,7,10,12.50 and 15 KVAR units of P.F connection for operation on 3 Phase 50 C/s 400 Volts (+/- 10%)J with externally discharging resistance earthling terminals and built on angle iron or channel iron frame work and provided iron cover box complete. Erected on provided iron bracket or on floor duly tested2KVAr 2 No. |
| 15 | Panel Fabrication - M.S sheet of thickness below to be used for fabrication of boxes. Panel board etc. including cutting, bending, drilling, welding, cleaning, defrosting and painting with one coats of enamel paint 16 SWG |
| 16 | Sub Estimate No.3:- Rising Main :- Excavation for foundation/pipe trenches in earth, soils, of all types ,sand, gravel, and soft murum, including removing the excavated material up to a distance of 50 m and lift as below stacking and spreading. as directed ,normal dewatering, preparing the bed for foundation and Excluding back filling etc.complete |
| 17 | Excavation for foundation/pipe trenches in Hard Murum including removing the excavated material up to a distance 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. |
| 18 | Excavation for foundation /pipe trenches in soft rock and old cement and Lime masonry foundation asphalt roadincluding removing the excavated material up to a lead of 50 mbeyond the lift as below ,Stacking as directed by Engineer-In-Charge normal dewatering , preparing the bed for foundation and excluding back filling, etc. complete |
| 19 | Excavation for foundation /pipe in hard rock by Controlled Blasting including trimming and Leveling the bed by Chiseling where necessary and removing the excavated material and Stacking it in measurable heaps within a distance of 50 m from the area and lift as below ,normal dewatering ,excluding backfilling etc. Complete. |
| 20 | Filling in Plinth and floor murum beddingin Trenches with approved murum for excavated material from foundation 15 cm to 20 cmLayer including watering ,ramming and compactionetc complete. |
| 21 | Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost ofcouplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges,inspection charges, loading, unloading, conveyance to the departmental stores andstacking the same in closed shed duly protected from sun rays and rains includingcost of jointing material i.e. solvent cement,etc. complete (selffit type to be jointed withcement solvent). 90 mm dia/6klg PVC Pipe - |
| 22 | Lowering, laying and jointing PVC pipes and special of following class and diameter including cost of conveyance from stores to site of work including cost of all labour ,material, except cement solvent ,rubber ring, giving satisfactory hydraulics testing as per IS codeetc.complete (with cement solvent joint/ring fit joint).90mm dia 6 kg |
| 23 | 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.NRV 80mm |
| 24 | Laying and jointing in Position following CI D/F sluice Valve ,Butterfly Valves and reflux Valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing ,etc.complete .80mm |
| 25 | Refilling the trenches with available excavated Stuff with soft material first over pipeline and then hard material in 15 cm layer with all leads andlift including consolidation ,surcharging ,etc.complete |
| 26 | Providing and constructing B.B Masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation BB Masonry in 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer -in-charge(A) As above of 60 x 45 cm internal size and depth up to 0.90 m with precast RCC slab cover |
| 27 | Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standardspecifications 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.20 mm Air valve SingleBall Flanged Type PN-1. |
| 28 | 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). |
| 29 | Providing and Fixing in Position air Valve Shaft including Providing and Fixing G.I Medium class or 6 mm thick pipe shaft 2.70 m long over branch flange of air valve tee, providing PCC block of M-150 Concrete 150mm thick around the air Valve tee Including encasing of vertical shaft in PCC M-150 as shown in type design together with providing & making flanged joints wherever required & fixing ofair valve tee etc comp.. as per type design & as directed by Engr. -in -Charge for following dia. of pipe lines. |
| 30 | Providing ISI mark G.I. pipes of following class and dia. including all local andentral taxes, octroi, inspection charges, transportation to stores, etc. complete.80mm M-Class |
| 31 | Lowering, laying and jointing G.I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete, either underground or in vertical position, as directed byEngineer-in-charge..80mm M-Class |
| 32 | Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite /neiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. |
| 33 | Hydraulic Testing of PVC 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 pressrue 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.90 mm Dia.6 Kg/cm2. |
| 34 | Sub Estimate No.3 ESR :- Capacity 17000 Liters 12.00 m St.Ht. :- Designing (aesthetically) and constructing RCC Elevatedservice reservoirs of required capacity with RCC staging of column internal and external bracing spaced vertically not more than 4.50 m centre to centre for E.S.Rhaving capacityup to 500 Cum and not more than 6 m C/C for E.S.R having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound in CM 1:3 proportion to inside face of container, refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges includinglowering laying, erecting, hoisting and jointing ofpipe assembly for inlet, outlet washout, over flow and bypass arrangement as per departmentaldesign, providing and fixing accessories Such as M.S Ladder inside and outside, C.I manhole frame and Cover, water level indicator, lighting conductor, G.I Pipe railing around walk way and top slab providing spiral stair case from ground level to roof level, M.S grill gate of 2 m height with locking arrangement of approved design,B B Masonry Chamber for all valves, ventilating shaft, providing and applying three coat of cement paint to the structure including roof slab, epoxy paint to the internal surface and anti-termite treatment for under ground parts of the structure and giving satisfactory water tightness test as per IS code. the job to include painting the name of the scheme and other details on the reservoir as per direction of Engineer-in-Charge. |
| 35 | Add 5 % for Seismic Zone |
| 36 | Providing and SupplyingISI mark standardC.I.double flangedPipes of following class and diameter including all taxes (central and local )insurance, railway, freight, unloading from railway wagon, loading into truck, transport to 80 mm Dia. |
| 37 | 100 mm Dia. |
| 38 | Providing and supplying ISI standard CI flanged / S& S specials including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store /site, unloading stacking etc. complete.80 to 300 mm dia |
| 39 | Providing 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 departmentalstore, unloading, stacking excluding GST levied by GOI & GOM in all respect etc.complete.80 mm Dia.Washout |
| 40 | 100 mm Dia. |
| 41 | Sub Estimate No.4-Distributon System -Excavation for foundation/pipe trenches in earth, soils, of all types, sand, gravel, and soft murum, including removing the excavated material up to a distance of 50 m and lift as below stacking and spreading. as directed, normal dewatering, preparing the bed for foundation and Excluding backfilling etc.complete |
| 42 | Excavation for foundation/pipe trenches in Hard Murum including removing the excavated material up to a distance 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. |
| 43 | Excavation for foundation /pipe trenches in soft rock and old cement and Lime masonry foundation asphalt roadincluding removing the excavated material up to a lead of 50 mbeyond the lift as below ,Stacking as directed by Engineer-In-Charge normal dewatering , preparing the bed for foundation and excluding back filling, etc. complete |
| 44 | Excavation for foundation /pipe in hard rock by Controlled Blasting including trimming and Leveling the bed by Chiseling where necessary and removing the excavated material and Stacking it in measurable heaps within a distance of 50 m from the area and lift as below ,normal dewatering ,excluding backfilling etc. Complete. |
| 45 | Filling in Plinth and floor murum beddingin Trenches with approved murum for excavated material from foundation 15 cm to 20 cmLayer including watering ,ramming and compactionetc complete. |
| 46 | PVC Pipe 75mm/4kg -Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost ofcouplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges,inspection charges, loading, unloading, conveyance to the departmental stores andstacking the same in closed shed duly protected from sun rays and rains includingcost of jointing material i.e. solvent cement,etc. complete (selffit type to be jointed withcement solvent). |
| 47 | PVC Pipe 90mm/4kg - |
| 48 | PVC Pipe 110mm/4kg - |
| 49 | Lowering, laying and jointing PVC pipes and special of following class and diameter including cost of conveyance from stores to site of work including cost of all labour ,material, except cement solvent ,rubber ring, giving satisfactory hydraulics testing as per IS codeetc.complete (with cement solvent joint/ring fit joint).75mm/4kg |
| 50 | PVC Pipe 90mm/4kg - |
| 51 | PVC Pipe 110mm/4kg - |
| 52 | 65 mm Sluice Valve -Providing 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.65mm |
| 53 | 80 mm Sluice Valve - |
| 54 | 100 mm Sluice Valve - |
| 55 | Laying and jointing in Position following CI D/F sluice Valve ,Butterfly Valves and reflux Valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing ,etc.complete .65 mm |
| 56 | 80 mm Sluice Valve - |
| 57 | 100 mm Sluice Valve - |
| 58 | Refilling the trenches with available excavated Stuff with soft material first over pipeline and then hard material in 15 cm layer with all leads andlift including consolidation ,surcharging ,etc.complete |
| 59 | Providing and constructing B.B Masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation BB Masonry in 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer -in-charge(A) As above of 60 x 45 cm internal size and depth up to 0.90 m with precast RCC slab cover |
| 60 | Providing ISI mark G.I. pipes of following class and dia. including all local andentral taxes, octroi, inspection charges, transportation to stores, etc. complete.65mm |
| 61 | Lowering, laying and jointing G.I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete, either underground or in vertical position, as directed byEngineer-in-charge.65mm |
| 62 | Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite /neiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. |
| 63 | Hydraulic Testing of PVC 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 pressrue 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.75mm |
| 64 | PVC Pipe 90mm/4kg - |
| 65 | PVC Pipe 110mm/4kg - |
| 66 | Commissioning, running and maintaining the scheme to quantities , rated capacity including manning necessary personnel such as operator, valve man etc.as per requirement of the scheme and who should also administer chemical dose for a period of one month together with training of personnel spared by M.J.P. / Local body and handing over the scheme to local body after completion of the above period as directed by Engineer- in-charge etc.complete. |
| 67 | Add GST 12% |
