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| 1 | Sub Work No.01-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 1.5 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.[DSR 2018-19/P.No.45/I.No.10b] . Lift 0.00 m to 1.50 m |
| 2 | Lift1.50 m to 3.00 m |
| 3 | 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.Lift 3.00 m to 4.50 m |
| 4 | Lift 4.50m to 6.00 m |
| 5 | Lift6.00m to 7.50 m |
| 6 | Lift7.50 m to 9.00 m |
| 7 | Lift9.00 m to 10.50 m |
| 8 | Lift10.50 m to 12.00 m |
| 9 | Lift12.00 m to 13.50 m |
| 10 | Lift13.50 m to 15.00 m |
| 11 | Lift15.00 m to 16..50 m |
| 12 | Lift16.50 m to 18.00 m |
| 13 | Providing and laying situ cement concrete M-15 of trap /granite/quartzite/gneiss/metal for OUNDATION & BEDDING INCLUDING bailing out water, Frame work ,Compacting, Curing etc .CompletePCC 1:2:4 |
| 14 | Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works 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 C.M. 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. (By weigh batching and mix design for M-250 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)RCC Beam M-200 [DSR 2021-22/P.No.50 /I.No.4b] |
| 15 | RCC Vertical Wall M-200 [DSR 2021-22/P.No.50 /I.No.4b] |
| 16 | Providing and Fixing in position steel bar Reinforcement of various diameter for R.C.C Beams, and Padre as per Detailed Design and Drawing and Schedule including cutting bending hooking the bar binding with wires or tack weld support as required complete (including cost of binding wire ) |
| 17 | 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. |
| 18 | Providing and Fixing in Position C.I Dapuri Steps or 22 mm Dia M.S Bar steps with proper anchorage etc. and applying 3 Coates of Anticorrosive paint etc. directed by Engineer -in-charge.. |
| 19 | Filling in Plinth and Floors/ Excavated trenches with approved excavated materials from foundation in 15 to 20 cm Layers including watering and compaction etc. complete. |
| 20 | Providing and Fixing 80 mm Dia. A.C./P.V.C .pipes weep holes at 1.5 m c/c staggered including cost of materials & labour charges involvedwith all lead & lifts etc. completed. |
| 21 | Taking trial boreto gather undisturbed strata samples for investigation in all types of strata soft soil, murum, hard murum with boulders soft rocks , hard rock, and quartzite, etc. The item includes al hire and running cost of machine, conveyance of machine and back sampling all over burden strata.samples to taken at 3.0 M interval and conveying to the place as directed-by-Engineer-in-charge. Thediameter of bore in overburden shall be 150 mmetc completed. |
| 22 | 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, labourers, etc. completed 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. |
| 23 | Sub Work No.02Pumping Machinery Providing, erecting and giving test of Submersible Mono block pump setconforming 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, 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 copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10mm thick shall be provided with each pump.5 HP,Q=11309 LPH,H=35 M. |
| 24 | Providing and supplying and lowering laying in standard lengths 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.63 mm Dia. HDPE P100, 6 kg Pipe |
| 25 | Supplying and erecting plain copper conductor PVC Insulated flexible cable as per I.S 694/1990 of following grade up to 1100 volts3 Core 4 Sq mm |
| 26 | 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 |
| 27 | 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. |
| 28 | Providing and erecting AmmeterA.C. 50 cycles per second with 400 Volts range flush type erected on provided M.S box and connected supply. |
| 29 | 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 |
| 30 | Supplying and erecting \"B\" class G.I Bend in Position necessary material.G.I Bend 50 mm Dia G.I Bend |
| 31 | Sub work No.03 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 backfilling etc.complete |
| 32 | 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. |
| 33 | 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 |
| 34 | 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 |
| 35 | 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.Murum from Excavated Stuff - 30% |
| 36 | Providing and supplying in standard lengths 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.110 mm Dia.HDPE PE 100, 6 Kg/cm2. |
| 37 | 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 .110 mm Dia.HDPE PE 100, 6 Kg/cm2. |
| 38 | 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 without bypass arrangement PN-1 |
| 39 | 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 100 mm without bypass arrangement PN-1 |
| 40 | 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 |
| 41 | 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 |
| 42 | 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.40mm Air valve SingleBall Flanged Type PN-1. |
| 43 | 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 Air valve SingleBall Flanged Type PN-1. |
| 44 | 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.Foundation on murum & Harder strata -Up to 150mm |
| 45 | Providing ISI mark G.I. pipes of following class and dia. including all local andentral taxes, octroi, inspection charges, transportation to stores, etc. complete100mm Dia. M- class |
| 46 | 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 by Engineer-in-charge.100mm Dia. M- class |
| 47 | 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.PCC 1:2:4 for Concrete Road Repair |
| 48 | 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 end cap makinggement for filling safe water using reciprocating type umps 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.. 110 mm Dia.HDPE PE 100, 6 Kg/cm2. |
| 49 | Sub Work No.04ESR 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 Stainless steelLadder 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 ofacrylic emulsion with silicon additives 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.[DSR 2021-22/232/1] RCCESRCAP68000LITER STG.HT.9M |
| 50 | Add 5 % for sismic zone |
| 51 | 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 Site of Workunloading, stacking etc. complete. [DSR 2021-22/72/5]100 mm Dia. |
| 52 | Providing and supplying ISI standard CI flanged / s&s specials including all taxes (central and local )insurance, railway, freight, unloading from railway wagon, loading into truck, transport to Site of Workunloading, stacking etc. complete. [DSR 2021-22/72/6A]D/F Specials |
| 53 | Providing and Supplying ISI mark CI D/F Sluice Valve with jointing to pipe work (including all hardware and packing ),water quality having non-rising spindle with hand wheel and without bypass arrangement ,Spindle of stainless steel as per requirement excluding CC foundation /Structure steel support (1) up to 300 mm Dia conforming to IS 780(2) Above 300 mm Dia confirming to IS 2906A - Sluice Valve with PN-1/Butterfly Valve without bypass [DSR2021-22143/2A] 80 mm Dia. |
| 54 | 100 mm Dia. |
| 55 | Sub Work No.05 Distribution SystemExcavation 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 ( CSR 2021-22 P.No.42 I. No.1). |
| 56 | Excavation for foundation/pipe trenches in HardMurum 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 back filling, etc.complete.( CSR 2021-22 P.No.42 I. No.2 ). |
| 57 | 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( CSR 2021-22 P.No.42 I. No.4 ). |
| 58 | 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 asbelow, stacking as directed by Engineer-in-charge, normal dewatering,excluding backfilling, etc. complete by all means. (Bd-A-6/259) |
| 59 | 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.( CSR 2021-22 P.No.45 I. No.16 ). |
| 60 | 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).75 mm Dia.PVC 4 Kg/cm2. |
| 61 | 90 mm Dia.PVC 4 Kg/cm2. |
| 62 | 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).75 mm Dia.PVC 4 Kg/cm2. |
| 63 | 90 mm Dia.PVC 4 Kg/cm2. |
| 64 | Providing double flanged Sluice Valves conforming to IS-2906 / 14846 including worm gear arrangements as per test pressure, stainless steel spindle, caps, ncluding all taxes, transportation, etc. complet.65 mm CID/F Sluice Valve |
| 65 | 80 mm CID/F Sluice Valve |
| 66 | 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 CID/F Sluice valve |
| 67 | 80 mm CID/F Sluice Valve |
| 68 | 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 |
| 69 | 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. |
| 70 | 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. M- class |
| 71 | 100 mm Dia. M- class |
| 72 | 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 by Engineer-in-charge.80 mm Dia. M- class |
| 73 | 100 mm Dia. M- class |
| 74 | 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.PCC 1:2:4 |
| 75 | Making cross connection to existing distribution system of any type including excavation, bracking and removing the existing pipes, lowering laying the specialsand pipes in their position,refilling, closing the watersupply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in- Charge for following diameters of existing pipe lines80 mm |
| 76 | 100 MM |
| 77 | 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.75 mm Dia.PVC 4 Kg/cm2. |
| 78 | 90 mm Dia.PVC 4 Kg/cm2. |
| 79 | Sub Work No.06 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.Note:- Required chemicals to be supplied by Deptt. free of cost and electricity bill also be paid by deptt. |
| 80 | Providing and fixing board displaying information, such as \"Name of work, Tender cost, In Rs. Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. Number As directed by Engineer in Charge MORTH 801 |
| 81 | Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy dutyBrass/Polyprophylyne(Twin Jacketed )Ferrule , Male and Female thread adapterElbow, Bends,couplers ,Tees, Clamps ofsuitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer inA) Household Connection without water meter (Comression Saddle+ISI Mark Ferrul) for HDPE & PVC pipeFor MDPE/UPVC Pipe Service Connection on Disribution main(With Road Crossing)For 15 mm Service connection |
| 82 | (Without Road Crossing)For 15 mm Service connectionDSR 2020-21, Page-65 Item 17) |
| 83 | GST 18% |
