Tender For Piped Water Supply Scheme At- Danda Tal-Shriwardhan- Dist-Raiagd (Jal Jeevan Mission)
Tender Value
1.52 Crore
Estimated cost
Bid Submission
27 Oct 2022
0 days left
EMD
1.52 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
shrivardhan → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Piped Water Supply Scheme At- Danda Tal-Shriwardhan- Dist-Raiagd (Jal Jeevan Mission)
BOQ
| Sl. No. | Item Description |
| 1 | (Wavelwadi)Chamber Item No. 1 :- 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 etc. complete |
| 2 | Item No. 2 :- Excavation for foundation / pipe trenches in soft rock 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 |
| 3 | Item No. 3 :- Excavation for foundation / pipe trenches in hard rock by blasting 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 etc.complete |
| 4 | Item No. 4:- Providing and laying in situ Cement concrete in proporation .... of trap metal for foundation and bedding, including balling out water manually, formwork, compacting and curing etc. complete. |
| 5 | Item No.5 :- Providing & costing inconstructingin situ. C.C of trap granite/ quartzite / gneiss/ metal of approved quality of R.C.C. work as per detailed drawing & design or as directed by Engg. in charge including dewatering , ceterind from work,compacting, finishingthe formed surface withC.M. 1:3 of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if spetial finish is to be provided & curing etc. complete. ( By weight batching & mix design for M-250 & M-300 only use of L&T, ACC Ambuja, Birla Gold, Manikgad, Rajashree etc. cement is permitted excluding M.S or Tor reinforcement in R.C.C. M-250grade.1) R.C.C. M-250 for Raft |
| 6 | 2) R.C.C. M-250 for vertical wall |
| 7 | Item No. 6:- Providing & fixing in position steel bar reinforcement of various diameters for R.C.C. Pipes, caps, footing, foundation, slab, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, coping, fine arches etc. as per detailed designs, drawing & schedule s including cutting, bending, hooking the bars, binding with wires or tack welding & supporting as required etc. complete (including cost of binding wire). Tor steel |
| 8 | Item No. 7:-Refilling the trenches with approved excavated material from foundation in 15cm to 20cm layers including watering and compaction etc. complete. |
| 9 | Item No. 8 :- Dewatering the excavated trenches andpools 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 byEngineer-in-charge (including cost ofmachinery, labour, fuel), etc. complete |
| 10 | Gravity MainItem No. 1 :- 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 ISspecification 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 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 bejointed with cement solvent). |
| 11 | Item No. 2 :- 5% of cost of pipes shall be considered for cost of GI/PVC/HDPE specials for estimate purpose only. |
| 12 | Item No. 3 :- 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 Sluice valves 100 mm Dia |
| 13 | Item No. 4 :- 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)Without by pass arrangement -PN -1 |
| 14 | Item No. 5 :- Providing and supplying Air valves as per IS-10845 and MJP’s standard specifications of approved mark and quality of following diameters including all taxes (Central and local), railway fright, inspection charges unloading fromrailwaywagons,loadingintotruck,transportation upto departmental stores/ site, unloading and stacking etc. complete. |
| 15 | Item No. 6 :- 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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 16 | Item No. 7 :-Excavation for foundation/pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete. |
| 17 | Item No. 8 :- Excavation for foundation/ pipe trenches in soft rock and oldcementandlimemasonryfoundationasphaltroad including removing the excavated material upto a distance of50Mbeyond areaandliftsasbelow,stackingas directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 18 | Item No. 9 :- Excavation for foundation / pipe trenches in hard rock by controlledblasting,includingtrimmingandlevellingthe bedbychisellingwherenecessaryandremovingthe excavatedmaterialandstackingitinmeasurableheaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M |
| 19 | Item No. 10 :- Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. |
| 20 | Item No. 11:- Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II |
| 21 | Item No. 12:- Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including nut bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 22 | Item No. 13 :- Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 23 | Item No. 14 :- Lowering, Layingand fixing in proper alignment and position all types of C.I. Air valves as directed by Engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete. |
| 24 | Item No. 15:- Providingandfixinginpositionairvalveshaftincluding providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providingPCCblockofM-150concrete150mmthick aroundtheairvalveteeincludingencasingofvertical shaft in PCC M-150 as shown in type design together with providingandmakingflangedjointswhereverrequired and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) |
| 25 | Item No. 16 :- Providingandlayingin situfollowinggradesofC.C.of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. |
| 26 | Item No. 17 :- ProvidingandconstructingB.B.masonryvalvechamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5proportion 12 mm thickcementplasterincm1:4proportiononbothsides with providing and fixing C.I. manhole frame and cover in RCC1:2:4copingorcmthickslabetc.completeas directed by Engineer-in-charge. |
| 27 | Item No. 18 :- Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 28 | Item No. 19 :- 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 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. |
| 29 | GSR Item No. 1 :- Designing (aesthetically),& constructing R.C.C.GROUNDservice reservoirs offollowing capacity with RCC staging consisting of column ,internal &external bracing spaced vertica lly not more than 4.5 m c/c for ESR having capacity up to 500cum & not more than 6 c/c for ESR capacity above 500 cuminclu-ding excavaton in all types of strata, foundation conc.,containar including refilling disposing of the surplus stuff within a lead of 50 meters, all labour & material charges including lowering ,laying,erecting ,hoisting& jointing of pipe assambli for inlet, outlet washout, over flow & bye-passarragementas per departmental design ,providing & fixing accessories such as MS lader , CI manhole frame & cover, water level indicators, lightening conductor ,GI pipe railing around walk way & top slab , providing spiral stair case from ground level to roof level ,MS grill gate of 2 m height with locking arrangement of aproveddesignB.B.masonary chamber for all valves, ventilating shafts providing & applying three coats of cment paint to the structure includingroof surface etc.comp as per design data criteria obligatory requirments & detailed specificatins.Anti terminite treatment shall be given for under ground portion of the structures& satisfactory water tightness test as per I.S.code,job to include painting the name of the scheme &the other details of the reservoir as per the direction of Engg.incharge. |
| 30 | Item No. 2 :- Providng& supplying ISI mark GI pipe offollowing class & diaincluding all local and central taxes, octros , inspection charges,transportation to stores etc complete. |
| 31 | Item No. 3 :- ProvidngISI markCI double flanged short body pattern type manually sluice valve of following dia alltaxes, all ,transportation charges loading unloading stackingetc complete. |
| 32 | Bore Well Item No. 1 :-Borewell drilling 150 mm dia by DTH machine including Transporting of machine at Worksite .(Govt . Apop.rate) |
| 33 | Item No. 2 :-Providing & placing 180 mm dia 6 Kg P.V C.Casing Pipe (l5:4985-1988) & Fixing Borecap after complation of Borewell .(Govt .Apop.rate) |
| 34 | Item No.3 :- Yield testing of borewell by 90 degree V Notch Method for minimum 2 Hrs .Continously . (Govt .Apop.rate) |
| 35 | Item No. 4 :-Providing Cap for 180 mm dia P.V.C.Casing Pipe. (Govt. Approved rate Item No. U-5) |
| 36 | Item No. 5 :-Casing Pipe lowering & Grouting(Govt. Approved rate Item No. U-5) |
| 37 | Item No. 6 :- Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof winding, pump shall be suitable for various delivery head and discharge ofwith stainless steel shaft, motor suitable for working 415 V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, strainer. Pump should have suitable discharge outlet as per manufacturers design. Antistream lined non return valve shall be provided with pump, 3 m submersible copper conductor cable in single/double run and 2 pair of suitable size erection clamp, 10mm thick shall be provided with each pump. Submersible monoblock Pump set (with Bronze Stainless steel(CF8M) Impeller) Horizontal 1 Vertical- up to 3 stages3 HP |
| 38 | Item No. 7 :-Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. |
| 39 | Item No. 8 :-Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below. 50 mm Dia. G.I. Pipe ( Medium ) |
| 40 | 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. |
| 41 | Item No. 10:- Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suit able for 12 mm dia G.l. Pip e. Pressure gauge shall be installed as directed, with tapping on rising main |
| 42 | Item No.11:-Supplying & erecting G.I. pipe ‘A’ class 25 mm dia.erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE |
| 43 | Item No. 12:-Making trench of suitable width and depth in soft soil for laying provided LT cable up to and including 16 sq.mm complete as per specification no. CW-EXN-CTR |
| 44 | Item No. 13:-Providing , installing & commissioning main control pannel boardincluding V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 7.50HP and 12.50BHP pump etc.complete. |
| 45 | Distribution System Item No. 1 :- Providing Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointingmaterial 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 inall respect etc. complete. |
| 46 | 75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 47 | Item No. 2 :- 5% of cost of pipes shall be considered for cost of GI/PVC/HDPE specials for estimate purpose only. |
| 48 | Item No. 3 :- 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 |
| 49 | Sluice valves 65 mm Dia |
| 50 | Item No. 4 :- 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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259) |
| 51 | Item No. 5 :- Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (BdA-3/259) |
| 52 | Item No. 6 :-Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) |
| 53 | Item No. 7 :-Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below,normal dewatering, excluding backfilling, etc.complete. (Bd-A-5/259) |
| 54 | Item No. 8 :- Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) |
| 55 | Item No. 9 :- 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 |
| 56 | 75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 57 | 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.) |
| 58 | Sluice valves 65 mm Dia |
| 59 | Item No. 11 :- Providing and laying in situ Cement Concrete of trap/ granite / quartzite /gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering,form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) |
| 60 | Item No. 12 :- Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. |
| 61 | Item No. 13 :-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. |
| 62 | Item No. 14 :- Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete |
| 63 | Item No. 15 :- 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 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. |
| 64 | 75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 65 | Item no 16:- Providingandfixingboarddisplayinginformation, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangularshapeof1.20mx0.90msize made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stoveenamelonbacksideandborder/messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65mlongpaintedwithalternateblackandwhite bandsof25cmwidthincludingallfixturesetc.and fixing the boards in 1:4:8 concrete block of size 60 cm x60cmx75cmincluding,excavation,refilling, transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge MORTH 801 |
| 66 | FHTC Item no 01:-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 lengthwith or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle ofsuitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy dutyBrass/Polyprophylyne(Twin Jacketed )Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable 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, |
| 67 | DandaNo.1:-Pumping Machinary 2 HP Pumpset Item No. 1:- Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump. Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 8 stages |
| 68 | Item No. 2:- Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. 3 core 10sqmm |
| 69 | Item No. 3:- 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.Up to 7.5 HP |
| 70 | Item No. 4:- Providing , installing & commissioning main control pannel boardincluding V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 7.50HP and 12.50BHP pump etc.complete. |
| 71 | Item No. 5:- Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main. Pressure gauge (100 mm dia) |
| 72 | Item No. 6:- Providing tools for pumping. |
| 73 | Item No. 7:- Main wiring work from M. S. E. B. cut out to the panel board 4 core x 459 mm 1100 grade with I. S. I. Mark standard / Aluminum armored cable (94.1 p.36) |
| 74 | Item No. 8:- Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP |
| 75 | Rising MainItem No. 1 :- 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 ISspecification 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 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 bejointed with cement solvent). |
| 76 | Item No. 2 :- 5% of cost of pipes shall be considered for cost of GI/PVC/HDPE specials for estimate purpose only. |
| 77 | Item No. 3 :- 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 Sluice valves 100 mm Dia |
| 78 | Item No. 4 :- 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)Without by pass arrangement -PN -1 |
| 79 | Item No. 5 :- Providing and supplying Air valves as per IS-10845 and MJP’s standard specifications of approved mark and quality of following diameters including all taxes (Central and local), railway fright, inspection charges unloading fromrailwaywagons,loadingintotruck,transportation upto departmental stores/ site, unloading and stacking etc. complete. |
| 80 | Item No. 6 :- 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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 81 | Item No. 7 :-Excavation for foundation/pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete. |
| 82 | Item No. 8 :- Excavation for foundation/ pipe trenches in soft rock and oldcementandlimemasonryfoundationasphaltroad including removing the excavated material upto a distance of50Mbeyond areaandliftsasbelow,stackingas directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 83 | Item No. 9 :- Excavation for foundation / pipe trenches in hard rock by controlledblasting,includingtrimmingandlevellingthe bedbychisellingwherenecessaryandremovingthe excavatedmaterialandstackingitinmeasurableheaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M |
| 84 | Item No. 10 :- Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. |
| 85 | Item No. 11:- Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II |
| 86 | Item No. 12:- Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including nut bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 87 | Item No. 13 :- Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 88 | Item No. 14 :- Lowering, Layingand fixing in proper alignment and position all types of C.I. Air valves as directed by Engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete. |
| 89 | Item No. 15:- Providingandfixinginpositionairvalveshaftincluding providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providingPCCblockofM-150concrete150mmthick aroundtheairvalveteeincludingencasingofvertical shaft in PCC M-150 as shown in type design together with providingandmakingflangedjointswhereverrequired and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) |
| 90 | Item No. 16 :- Providingandlayingin situfollowinggradesofC.C.of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. |
| 91 | Item No. 17 :- ProvidingandconstructingB.B.masonryvalvechamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5proportion 12 mm thickcementplasterincm1:4proportiononbothsides with providing and fixing C.I. manhole frame and cover in RCC1:2:4copingorcmthickslabetc.completeas directed by Engineer-in-charge. |
| 92 | Item No. 18 :- Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 93 | Item No. 19 :- 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 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. |
| 94 | Bore Well Item No. 1 :-Borewell drilling 150 mm dia by DTH machine including Transporting of machine at Worksite .(Govt . Apop.rate) |
| 95 | Item No. 2 :-Providing & placing 180 mm dia 6 Kg P.V C.Casing Pipe (l5:4985-1988) & Fixing Borecap after complation of Borewell .(Govt .Apop.rate) |
| 96 | Item No.3 :- Yield testing of borewell by 90 degree V Notch Method for minimum 2 Hrs .Continously . (Govt .Apop.rate) |
| 97 | Item No. 4 :-Providing Cap for 180 mm dia P.V.C.Casing Pipe. (Govt. Approved rate Item No. U-5) |
| 98 | Item No. 5 :-Casing Pipe lowering & Grouting(Govt. Approved rate Item No. U-5) |
| 99 | Item No. 6 :- Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof winding, pump shall be suitable for various delivery head and discharge ofwith stainless steel shaft, motor suitable for working 415 V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, strainer. Pump should have suitable discharge outlet as per manufacturers design. Antistream lined non return valve shall be provided with pump, 3 m submersible copper conductor cable in single/double run and 2 pair of suitable size erection clamp, 10mm thick shall be provided with each pump. Submersible monoblock Pump set (with Bronze Stainless steel(CF8M) Impeller) Horizontal 1 Vertical- up to 3 stages3 HP |
| 100 | Item No. 7 :-Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. |
| 101 | Item No. 8 :-Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below. 50 mm Dia. G.I. Pipe ( Medium ) |
| 102 | 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. |
| 103 | Item No. 10:- Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suit able for 12 mm dia G.l. Pip e. Pressure gauge shall be installed as directed, with tapping on rising main |
| 104 | Item No.11:-Supplying & erecting G.I. pipe ‘A’ class 25 mm dia.erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE |
| 105 | Item No. 12:-Making trench of suitable width and depth in soft soil for laying provided LT cable up to and including 16 sq.mm complete as per specification no. CW-EXN-CTR |
| 106 | Item No. 13:-Providing , installing & commissioning main control pannel boardincluding V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 7.50HP and 12.50BHP pump etc.complete. |
| 107 | GSR Item No. 1 :- Designing (aesthetically),& constructing R.C.C.GROUNDservice reservoirs offollowing capacity with RCC staging consisting of column ,internal &external bracing spaced vertica lly not more than 4.5 m c/c for ESR having capacity up to 500cum & not more than 6 c/c for ESR capacity above 500 cuminclu-ding excavaton in all types of strata, foundation conc.,containar including refilling disposing of the surplus stuff within a lead of 50 meters, all labour & material charges including lowering ,laying,erecting ,hoisting& jointing of pipe assambli for inlet, outlet washout, over flow & bye-passarragementas per departmental design ,providing & fixing accessories such as MS lader , CI manhole frame & cover, water level indicators, lightening conductor ,GI pipe railing around walk way & top slab , providing spiral stair case from ground level to roof level ,MS grill gate of 2 m height with locking arrangement of aproveddesignB.B.masonary chamber for all valves, ventilating shafts providing & applying three coats of cment paint to the structure includingroof surface etc.comp as per design data criteria obligatory requirments & detailed specificatins.Anti terminite treatment shall be given for under ground portion of the structures& satisfactory water tightness test as per I.S.code,job to include painting the name of the scheme &the other details of the reservoir as per the direction of Engg.incharge. |
| 108 | Item No. 2 :- Providng& supplying ISI mark GI pipe offollowing class & diaincluding all local and central taxes, octros , inspection charges,transportation to stores etc complete. |
| 109 | Item No. 3 :- ProvidngISI markCI double flanged short body pattern type manually sluice valve of following dia alltaxes, all ,transportation charges loading unloading stackingetc complete. |
| 110 | Distribution System Item No. 1 :- Providing Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointingmaterial 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 inall respect etc. complete. |
| 111 | 75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 112 | Item No. 2 :- 5% of cost of pipes shall be considered for cost of GI/PVC/HDPE specials for estimate purpose only. |
| 113 | Item No. 3 :- 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 |
| 114 | Sluice valves 65 mm Dia |
| 115 | Item No. 4 :- 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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259) |
| 116 | Item No. 5 :- Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (BdA-3/259) |
| 117 | Item No. 6 :-Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) |
| 118 | Item No. 7 :-Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below,normal dewatering, excluding backfilling, etc.complete. (Bd-A-5/259) |
| 119 | Item No. 8 :- Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) |
| 120 | Item No. 9 :- 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 |
| 121 | 75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 122 | 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.) |
| 123 | Sluice valves 65 mm Dia |
| 124 | Item No. 11 :- Providing and laying in situ Cement Concrete of trap/ granite / quartzite /gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering,form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) |
| 125 | Item No. 12 :- Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. |
| 126 | Item No. 13 :-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. |
| 127 | Item No. 14 :- Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete |
| 128 | Item No. 15 :- 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 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. |
| 129 | 75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 130 | Item no 16:- Providingandfixingboarddisplayinginformation, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangularshapeof1.20mx0.90msize made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stoveenamelonbacksideandborder/messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65mlongpaintedwithalternateblackandwhite bandsof25cmwidthincludingallfixturesetc.and fixing the boards in 1:4:8 concrete block of size 60 cm x60cmx75cmincluding,excavation,refilling, transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge MORTH 801 |
| 131 | Kate Wadi :-Pumping Machinary 2 HP Pumpset Item No. 1:- Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump. Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 8 stages |
| 132 | Item No. 2:- Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. 3 core 10sqmm |
| 133 | Item No. 3:- 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.Up to 7.5 HP |
| 134 | Item No. 4:- Providing , installing & commissioning main control pannel boardincluding V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 7.50HP and 12.50BHP pump etc.complete. |
| 135 | Item No. 5:- Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main. Pressure gauge (100 mm dia) |
| 136 | Item No. 6:- Providing tools for pumping. |
| 137 | Item No. 7:- Main wiring work from M. S. E. B. cut out to the panel board 4 core x 459 mm 1100 grade with I. S. I. Mark standard / Aluminum armored cable (94.1 p.36) |
| 138 | Item No. 8:- Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP |
| 139 | Rising MainItem No. 1 :- 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 ISspecification 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 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 bejointed with cement solvent). |
| 140 | Item No. 2 :- 5% of cost of pipes shall be considered for cost of GI/PVC/HDPE specials for estimate purpose only. |
| 141 | Item No. 3 :- 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 Sluice valves 100 mm Dia |
| 142 | Item No. 4 :- 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)Without by pass arrangement -PN -1 |
| 143 | Item No. 5 :- Providing and supplying Air valves as per IS-10845 and MJP’s standard specifications of approved mark and quality of following diameters including all taxes (Central and local), railway fright, inspection charges unloading fromrailwaywagons,loadingintotruck,transportation upto departmental stores/ site, unloading and stacking etc. complete. |
| 144 | Item No. 6 :- 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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 145 | Item No. 7 :-Excavation for foundation/pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete. |
| 146 | Item No. 8 :- Excavation for foundation/ pipe trenches in soft rock and oldcementandlimemasonryfoundationasphaltroad including removing the excavated material upto a distance of50Mbeyond areaandliftsasbelow,stackingas directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 147 | Item No. 9 :- Excavation for foundation / pipe trenches in hard rock by controlledblasting,includingtrimmingandlevellingthe bedbychisellingwherenecessaryandremovingthe excavatedmaterialandstackingitinmeasurableheaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M |
| 148 | Item No. 10 :- Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. |
| 149 | Item No. 11:- Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II |
| 150 | Item No. 12:- Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including nut bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 151 | Item No. 13 :- Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 152 | Item No. 14 :- Lowering, Layingand fixing in proper alignment and position all types of C.I. Air valves as directed by Engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete. |
| 153 | Item No. 15:- Providingandfixinginpositionairvalveshaftincluding providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providingPCCblockofM-150concrete150mmthick aroundtheairvalveteeincludingencasingofvertical shaft in PCC M-150 as shown in type design together with providingandmakingflangedjointswhereverrequired and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) |
| 154 | Item No. 16 :- Providingandlayingin situfollowinggradesofC.C.of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. |
| 155 | Item No. 17 :- ProvidingandconstructingB.B.masonryvalvechamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5proportion 12 mm thickcementplasterincm1:4proportiononbothsides with providing and fixing C.I. manhole frame and cover in RCC1:2:4copingorcmthickslabetc.completeas directed by Engineer-in-charge. |
| 156 | Item No. 18 :- Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 157 | Item No. 19 :- 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 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. |
| 158 | Bore Well Item No. 1 :-Borewell drilling 150 mm dia by DTH machine including Transporting of machine at Worksite .(Govt . Apop.rate) |
| 159 | Item No. 2 :-Providing & placing 180 mm dia 6 Kg P.V C.Casing Pipe (l5:4985-1988) & Fixing Borecap after complation of Borewell .(Govt .Apop.rate) |
| 160 | Item No.3 :- Yield testing of borewell by 90 degree V Notch Method for minimum 2 Hrs .Continously . (Govt .Apop.rate) |
| 161 | Item No. 4 :-Providing Cap for 180 mm dia P.V.C.Casing Pipe. (Govt. Approved rate Item No. U-5) |
| 162 | Item No. 5 :-Casing Pipe lowering & Grouting(Govt. Approved rate Item No. U-5) |
| 163 | Item No. 6 :- Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof winding, pump shall be suitable for various delivery head and discharge ofwith stainless steel shaft, motor suitable for working 415 V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, strainer. Pump should have suitable discharge outlet as per manufacturers design. Antistream lined non return valve shall be provided with pump, 3 m submersible copper conductor cable in single/double run and 2 pair of suitable size erection clamp, 10mm thick shall be provided with each pump. Submersible monoblock Pump set (with Bronze Stainless steel(CF8M) Impeller) Horizontal 1 Vertical- up to 3 stages3 HP |
| 164 | Item No. 7 :-Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. |
| 165 | Item No. 8 :-Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below. 50 mm Dia. G.I. Pipe ( Medium ) |
| 166 | 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. |
| 167 | Item No. 10:- Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suit able for 12 mm dia G.l. Pip e. Pressure gauge shall be installed as directed, with tapping on rising main |
| 168 | Item No.11:-Supplying & erecting G.I. pipe ‘A’ class 25 mm dia.erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE |
| 169 | Item No. 12:-Making trench of suitable width and depth in soft soil for laying provided LT cable up to and including 16 sq.mm complete as per specification no. CW-EXN-CTR |
| 170 | Item No. 13:-Providing , installing & commissioning main control pannel boardincluding V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 7.50HP and 12.50BHP pump etc.complete. |
| 171 | GSR Item No. 1 :- Designing (aesthetically),& constructing R.C.C.GROUNDservice reservoirs offollowing capacity with RCC staging consisting of column ,internal &external bracing spaced vertica lly not more than 4.5 m c/c for ESR having capacity up to 500cum & not more than 6 c/c for ESR capacity above 500 cuminclu-ding excavaton in all types of strata, foundation conc.,containar including refilling disposing of the surplus stuff within a lead of 50 meters, all labour & material charges including lowering ,laying,erecting ,hoisting& jointing of pipe assambli for inlet, outlet washout, over flow & bye-passarragementas per departmental design ,providing & fixing accessories such as MS lader , CI manhole frame & cover, water level indicators, lightening conductor ,GI pipe railing around walk way & top slab , providing spiral stair case from ground level to roof level ,MS grill gate of 2 m height with locking arrangement of aproveddesignB.B.masonary chamber for all valves, ventilating shafts providing & applying three coats of cment paint to the structure includingroof surface etc.comp as per design data criteria obligatory requirments & detailed specificatins.Anti terminite treatment shall be given for under ground portion of the structures& satisfactory water tightness test as per I.S.code,job to include painting the name of the scheme &the other details of the reservoir as per the direction of Engg.incharge. |
| 172 | Item No. 2 :- Providng& supplying ISI mark GI pipe offollowing class & diaincluding all local and central taxes, octros , inspection charges,transportation to stores etc complete. |
| 173 | Item No. 3 :- ProvidngISI markCI double flanged short body pattern type manually sluice valve of following dia alltaxes, all ,transportation charges loading unloading stackingetc complete. |
| 174 | Distribution System Item No. 1 :- Providing Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointingmaterial 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 inall respect etc. complete. |
| 175 | Item No. 2 :- 5% of cost of pipes shall be considered for cost of GI/PVC/HDPE specials for estimate purpose only. |
| 176 | Item No. 3 :- 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 |
| 177 | Item No. 4 :- 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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259) |
| 178 | Item No. 5 :- Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (BdA-3/259) |
| 179 | Item No. 6 :-Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) |
| 180 | Item No. 7 :-Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below,normal dewatering, excluding backfilling, etc.complete. (Bd-A-5/259) |
| 181 | Item No. 8 :- Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) |
| 182 | Item No. 9 :- 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 |
| 183 | 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.) |
| 184 | Item No. 11 :- Providing and laying in situ Cement Concrete of trap/ granite / quartzite /gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering,form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) |
| 185 | Item No. 12 :- Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. |
| 186 | Item No. 13 :-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. |
| 187 | Item No. 14 :- Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete |
| 188 | Item No. 15 :- 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 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. |
| 189 | Item no 16:- Providingandfixingboarddisplayinginformation, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangularshapeof1.20mx0.90msize made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stoveenamelonbacksideandborder/messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65mlongpaintedwithalternateblackandwhite bandsof25cmwidthincludingallfixturesetc.and fixing the boards in 1:4:8 concrete block of size 60 cm x60cmx75cmincluding,excavation,refilling, transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge MORTH 801 |
| 190 | Sawar Wadi :-Pumping Machinary 2 HP Pumpset Item No. 1:- Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump. Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 8 stages |
| 191 | Item No. 2:- Supplying and erecting, Flat flexible submersible cable with, Copper Conductor, PVC insulated, and PVC sheathed. 3 core 10sqmm |
| 192 | Item No. 3:- 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.Up to 7.5 HP |
| 193 | Item No. 4:- Providing , installing & commissioning main control pannel boardincluding V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 7.50HP and 12.50BHP pump etc.complete. |
| 194 | Item No. 5:- Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main. Pressure gauge (100 mm dia) |
| 195 | Item No. 6:- Providing tools for pumping. |
| 196 | Item No. 7:- Main wiring work from M. S. E. B. cut out to the panel board 4 core x 459 mm 1100 grade with I. S. I. Mark standard / Aluminum armored cable (94.1 p.36) |
| 197 | Item No. 8:- Providing pipe type earthing with 40mm. dia. G.l. pipe or 20 mm dia. G.l. Rod complete with all materials as per specification no. EA-EP |
| 198 | Rising MainItem No. 1 :- 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 ISspecification 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 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 bejointed with cement solvent). |
| 199 | Item No. 2 :- 5% of cost of pipes shall be considered for cost of GI/PVC/HDPE specials for estimate purpose only. |
| 200 | Item No. 3 :- 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 Sluice valves 100 mm Dia |
| 201 | Item No. 4 :- 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)Without by pass arrangement -PN -1 |
| 202 | Item No. 5 :- Providing and supplying Air valves as per IS-10845 and MJP’s standard specifications of approved mark and quality of following diameters including all taxes (Central and local), railway fright, inspection charges unloading fromrailwaywagons,loadingintotruck,transportation upto departmental stores/ site, unloading and stacking etc. complete. |
| 203 | Item No. 6 :- 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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 204 | Item No. 7 :-Excavation for foundation/pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete. |
| 205 | Item No. 8 :- Excavation for foundation/ pipe trenches in soft rock and oldcementandlimemasonryfoundationasphaltroad including removing the excavated material upto a distance of50Mbeyond areaandliftsasbelow,stackingas directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 206 | Item No. 9 :- Excavation for foundation / pipe trenches in hard rock by controlledblasting,includingtrimmingandlevellingthe bedbychisellingwherenecessaryandremovingthe excavatedmaterialandstackingitinmeasurableheaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M |
| 207 | Item No. 10 :- Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. |
| 208 | Item No. 11:- Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II |
| 209 | Item No. 12:- Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including nut bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 210 | Item No. 13 :- Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 211 | Item No. 14 :- Lowering, Layingand fixing in proper alignment and position all types of C.I. Air valves as directed by Engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete. |
| 212 | Item No. 15:- Providingandfixinginpositionairvalveshaftincluding providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providingPCCblockofM-150concrete150mmthick aroundtheairvalveteeincludingencasingofvertical shaft in PCC M-150 as shown in type design together with providingandmakingflangedjointswhereverrequired and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) |
| 213 | Item No. 16 :- Providingandlayingin situfollowinggradesofC.C.of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. |
| 214 | Item No. 17 :- ProvidingandconstructingB.B.masonryvalvechamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5proportion 12 mm thickcementplasterincm1:4proportiononbothsides with providing and fixing C.I. manhole frame and cover in RCC1:2:4copingorcmthickslabetc.completeas directed by Engineer-in-charge. |
| 215 | Item No. 18 :- Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 216 | Item No. 19 :- 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 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. |
| 217 | Bore WellItem No. 1 :-Borewell drilling 150 mm dia by DTH machine including Transporting of machine at Worksite .(Govt . Apop.rate) |
| 218 | Item No. 2 :-Providing & placing 180 mm dia 6 Kg P.V C.Casing Pipe (l5:4985-1988) & Fixing Borecap after complation of Borewell .(Govt .Apop.rate) |
| 219 | Item No.3 :- Yield testing of borewell by 90 degree V Notch Method for minimum 2 Hrs .Continously . (Govt .Apop.rate) |
| 220 | Item No. 4 :-Providing Cap for 180 mm dia P.V.C.Casing Pipe. (Govt. Approved rate Item No. U-5) |
| 221 | Item No. 5 :-Casing Pipe lowering & Grouting(Govt. Approved rate Item No. U-5) |
| 222 | Item No. 6 :- Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof winding, pump shall be suitable for various delivery head and discharge ofwith stainless steel shaft, motor suitable for working 415 V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, strainer. Pump should have suitable discharge outlet as per manufacturers design. Antistream lined non return valve shall be provided with pump, 3 m submersible copper conductor cable in single/double run and 2 pair of suitable size erection clamp, 10mm thick shall be provided with each pump. Submersible monoblock Pump set (with Bronze Stainless steel(CF8M) Impeller) Horizontal 1 Vertical- up to 3 stages3 HP |
| 223 | Item No. 7 :-Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. |
| 224 | Item No. 8 :-Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below. 50 mm Dia. G.I. Pipe ( Medium ) |
| 225 | 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. |
| 226 | Item No. 10:- Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suit able for 12 mm dia G.l. Pip e. Pressure gauge shall be installed as directed, with tapping on rising main |
| 227 | Item No.11:-Supplying & erecting G.I. pipe ‘A’ class 25 mm dia.erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE |
| 228 | Item No. 12:-Making trench of suitable width and depth in soft soil for laying provided LT cable up to and including 16 sq.mm complete as per specification no. CW-EXN-CTR |
| 229 | Item No. 13:-Providing , installing & commissioning main control pannel boardincluding V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 7.50HP and 12.50BHP pump etc.complete. |
| 230 | GSR Item No. 1 :- Designing (aesthetically),& constructing R.C.C.GROUNDservice reservoirs offollowing capacity with RCC staging consisting of column ,internal &external bracing spaced vertica lly not more than 4.5 m c/c for ESR having capacity up to 500cum & not more than 6 c/c for ESR capacity above 500 cuminclu-ding excavaton in all types of strata, foundation conc.,containar including refilling disposing of the surplus stuff within a lead of 50 meters, all labour & material charges including lowering ,laying,erecting ,hoisting& jointing of pipe assambli for inlet, outlet washout, over flow & bye-passarragementas per departmental design ,providing & fixing accessories such as MS lader , CI manhole frame & cover, water level indicators, lightening conductor ,GI pipe railing around walk way & top slab , providing spiral stair case from ground level to roof level ,MS grill gate of 2 m height with locking arrangement of aproveddesignB.B.masonary chamber for all valves, ventilating shafts providing & applying three coats of cment paint to the structure includingroof surface etc.comp as per design data criteria obligatory requirments & detailed specificatins.Anti terminite treatment shall be given for under ground portion of the structures& satisfactory water tightness test as per I.S.code,job to include painting the name of the scheme &the other details of the reservoir as per the direction of Engg.incharge. |
| 231 | Item No. 2 :- Providng& supplying ISI mark GI pipe offollowing class & diaincluding all local and central taxes, octros , inspection charges,transportation to stores etc complete. |
| 232 | Item No. 3 :- ProvidngISI markCI double flanged short body pattern type manually sluice valve of following dia alltaxes, all ,transportation charges loading unloading stackingetc complete. |
| 233 | (Gadabwadi) Item No. 1 :-Borewell drilling 150 mm dia by DTH machine including Transporting of machine at Worksite .(Govt . Apop.rate) |
| 234 | Item No. 2 :-Providing & placing 180 mm dia 6 Kg P.V C.Casing Pipe (l5:4985-1988) & Fixing Borecap after complation of Borewell .(Govt .Apop.rate) |
| 235 | Item No.3 :- Yield testing of borewell by 90 degree V Notch Method for minimum 2 Hrs .Continously . (Govt .Apop.rate) |
| 236 | Item No. 4 :-Providing Cap for 180 mm dia P.V.C.Casing Pipe. (Govt. Approved rate Item No. U-5) |
| 237 | Item No. 5 :-Casing Pipe lowering & Grouting(Govt. Approved rate Item No. U-5) |
| 238 | Item No. 6 :- Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof winding, pump shall be suitable for various delivery head and discharge ofwith stainless steel shaft, motor suitable for working 415 V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, strainer. Pump should have suitable discharge outlet as per manufacturers design. Antistream lined non return valve shall be provided with pump, 3 m submersible copper conductor cable in single/double run and 2 pair of suitable size erection clamp, 10mm thick shall be provided with each pump. Submersible monoblock Pump set (with Bronze Stainless steel(CF8M) Impeller) Horizontal 1 Vertical- up to 3 stages3 HP |
| 239 | Item No. 7 :-Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. |
| 240 | Item No. 8 :-Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below. 50 mm Dia. G.I. Pipe ( Medium ) |
| 241 | 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. |
| 242 | Item No. 10:- Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suit able for 12 mm dia G.l. Pip e. Pressure gauge shall be installed as directed, with tapping on rising main |
| 243 | Item No.11:-Supplying & erecting G.I. pipe ‘A’ class 25 mm dia.erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE |
| 244 | Item No. 12:-Making trench of suitable width and depth in soft soil for laying provided LT cable up to and including 16 sq.mm complete as per specification no. CW-EXN-CTR |
| 245 | Item No. 13:-Providing , installing & commissioning main control pannel boardincluding V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 7.50HP and 12.50BHP pump etc.complete. |
| 246 | GSR Item No. 1 :- Designing (aesthetically),& constructing R.C.C.GROUNDservice reservoirs offollowing capacity with RCC staging consisting of column ,internal &external bracing spaced vertica lly not more than 4.5 m c/c for ESR having capacity up to 500cum & not more than 6 c/c for ESR capacity above 500 cuminclu-ding excavaton in all types of strata, foundation conc.,containar including refilling disposing of the surplus stuff within a lead of 50 meters, all labour & material charges including lowering ,laying,erecting ,hoisting& jointing of pipe assambli for inlet, outlet washout, over flow & bye-passarragementas per departmental design ,providing & fixing accessories such as MS lader , CI manhole frame & cover, water level indicators, lightening conductor ,GI pipe railing around walk way & top slab , providing spiral stair case from ground level to roof level ,MS grill gate of 2 m height with locking arrangement of aproveddesignB.B.masonary chamber for all valves, ventilating shafts providing & applying three coats of cment paint to the structure includingroof surface etc.comp as per design data criteria obligatory requirments & detailed specificatins.Anti terminite treatment shall be given for under ground portion of the structures& satisfactory water tightness test as per I.S.code,job to include painting the name of the scheme &the other details of the reservoir as per the direction of Engg.incharge. |
| 247 | Item No. 2 :- Providng& supplying ISI mark GI pipe offollowing class & diaincluding all local and central taxes, octros , inspection charges,transportation to stores etc complete. |
| 248 | Item No. 3 :- ProvidngISI markCI double flanged short body pattern type manually sluice valve of following dia alltaxes, all ,transportation charges loading unloading stackingetc complete. |
| 249 | Distribution System Item No. 1 :- Providing Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointingmaterial 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 inall respect etc. complete. |
| 250 | 75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 251 | Item No. 2 :- 5% of cost of pipes shall be considered for cost of GI/PVC/HDPE specials for estimate purpose only. |
| 252 | Item No. 3 :- 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 |
| 253 | Sluice valves 65 mm Dia |
| 254 | Item No. 4 :- 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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-1/259) |
| 255 | Item No. 5 :- Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (BdA-3/259) |
| 256 | Item No. 6 :-Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-4/259) |
| 257 | Item No. 7 :-Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below,normal dewatering, excluding backfilling, etc.complete. (Bd-A-5/259) |
| 258 | Item No. 8 :- Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) |
| 259 | Item No. 9 :- 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 |
| 260 | 75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 261 | 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.) |
| 262 | Sluice valves 65 mm Dia |
| 263 | Item No. 11 :- Providing and laying in situ Cement Concrete of trap/ granite / quartzite /gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering,form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement) |
| 264 | Item No. 12 :- Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. |
| 265 | Item No. 13 :-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. |
| 266 | Item No. 14 :- Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete |
| 267 | Item No. 15 :- 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 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. |
| 268 | 75 mm Dia HDPE Pipe 6 Kg/sqcm |
| 269 | Item no 16:- Providingandfixingboarddisplayinginformation, such as \"Name of work, Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangularshapeof1.20mx0.90msize made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stoveenamelonbacksideandborder/messages /symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x35 x3 mm frame with properly cross braced M.S.angles of size 35 mm x 35 mm x 3 mm duly painted including Two M.S.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65mlongpaintedwithalternateblackandwhite bandsof25cmwidthincludingallfixturesetc.and fixing the boards in 1:4:8 concrete block of size 60 cm x60cmx75cmincluding,excavation,refilling, transportation,andlabouretccomplete.Spec. Number As directed by Engineer in Charge MORTH 801 |
| 270 | (Adiwashiwadi) Item No. 1 :-Borewell drilling 150 mm dia by DTH machine including Transporting of machine at Worksite .(Govt . Apop.rate) |
| 271 | Item No. 2 :-Providing & placing 180 mm dia 6 Kg P.V C.Casing Pipe (l5:4985-1988) & Fixing Borecap after complation of Borewell .(Govt .Apop.rate) |
| 272 | Item No.3 :- Yield testing of borewell by 90 degree V Notch Method for minimum 2 Hrs .Continously . (Govt .Apop.rate) |
| 273 | Item No. 4 :-Providing Cap for 180 mm dia P.V.C.Casing Pipe. (Govt. Approved rate Item No. U-5) |
| 274 | Item No. 5 :-Casing Pipe lowering & Grouting(Govt. Approved rate Item No. U-5) |
| 275 | Item No. 6 :- Providing, errecting and giving test of submersible Pump set confirming to I.S. 8034 and motor confirming to I.S. 9283 with water proof winding, pump shall be suitable for various delivery head and discharge ofwith stainless steel shaft, motor suitable for working 415 V(+/-) 10%, 3 Phase, 50 Hz AC supply with cable guard, thrust carbon bearing to withstand entire hydraulic thrust. The pump shall be suitable for direct coupling with suitable suction, strainer. Pump should have suitable discharge outlet as per manufacturers design. Antistream lined non return valve shall be provided with pump, 3 m submersible copper conductor cable in single/double run and 2 pair of suitable size erection clamp, 10mm thick shall be provided with each pump. Submersible monoblock Pump set (with Bronze Stainless steel(CF8M) Impeller) Horizontal 1 Vertical- up to 3 stages3 HP |
| 276 | Item No. 7 :-Supplying and erecting flat flexible 3 core 4 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with column pipe assembly complete. |
| 277 | Item No. 8 :-Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI & GOM in all respect, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note : One coupler shall be provided with each full length of pipe cost of which is included in rates below. 50 mm Dia. G.I. Pipe ( Medium ) |
| 278 | 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. |
| 279 | Item No. 10:- Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suit able for 12 mm dia G.l. Pip e. Pressure gauge shall be installed as directed, with tapping on rising main |
| 280 | Item No.11:-Supplying & erecting G.I. pipe ‘A’ class 25 mm dia.erected for enclosing XLPE armoured cable on wall/pole as per specification no. CB-CE |
| 281 | Item No. 12:-Making trench of suitable width and depth in soft soil for laying provided LT cable up to and including 16 sq.mm complete as per specification no. CW-EXN-CTR |
| 282 | Item No. 13:-Providing , installing & commissioning main control pannel boardincluding V.meter & A. meter of suitable range single phase prevention 8 Nos. of phase indicater lamps with colour glass of 230 V rotary switch over load capacitor suitable for 7.50HP and 12.50BHP pump etc.complete. |
| 283 | Rising MainItem No. 1 :- 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 ISspecification 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 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 bejointed with cement solvent). |
| 284 | Item No. 2 :- 5% of cost of pipes shall be considered for cost of GI/PVC/HDPE specials for estimate purpose only. |
| 285 | Item No. 3 :- 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 Sluice valves 100 mm Dia |
| 286 | Item No. 4 :- 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)Without by pass arrangement -PN -1 |
| 287 | Item No. 5 :- Providing and supplying Air valves as per IS-10845 and MJP’s standard specifications of approved mark and quality of following diameters including all taxes (Central and local), railway fright, inspection charges unloading fromrailwaywagons,loadingintotruck,transportation upto departmental stores/ site, unloading and stacking etc. complete. |
| 288 | Item No. 6 :- 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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 289 | Item No. 7 :-Excavation for foundation/pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete. |
| 290 | Item No. 8 :- Excavation for foundation/ pipe trenches in soft rock and oldcementandlimemasonryfoundationasphaltroad including removing the excavated material upto a distance of50Mbeyond areaandliftsasbelow,stackingas directed by Engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 291 | Item No. 9 :- Excavation for foundation / pipe trenches in hard rock by controlledblasting,includingtrimmingandlevellingthe bedbychisellingwherenecessaryandremovingthe excavatedmaterialandstackingitinmeasurableheaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Lift 0 to 1.5 M |
| 292 | Item No. 10 :- Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. |
| 293 | Item No. 11:- Lowering, Laying and Jointing H. D. P. E./ M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II |
| 294 | Item No. 12:- Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including nut bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 295 | Item No. 13 :- Lowering laying and jointing inposition following C.I.D/F Reflux valves Butterfly valves and sluice valves including cost of all labour joining material, including not bolts and givingsatisfactoryhydraulictestingetc.complete.(Rate for all class of sluice valves) |
| 296 | Item No. 14 :- Lowering, Layingand fixing in proper alignment and position all types of C.I. Air valves as directed by Engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete. |
| 297 | Item No. 15:- Providingandfixinginpositionairvalveshaftincluding providing and fixing GI Medium Class or 6 mm thick M.S. pipe shaft 2.70 M long over branch flange of air valve tee, providingPCCblockofM-150concrete150mmthick aroundtheairvalveteeincludingencasingofvertical shaft in PCC M-150 as shown in type design together with providingandmakingflangedjointswhereverrequired and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) |
| 298 | Item No. 16 :- Providingandlayingin situfollowinggradesofC.C.of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. |
| 299 | Item No. 17 :- ProvidingandconstructingB.B.masonryvalvechamber with 15 cm thick 1:3:6 proportion PCC bedding, including excavation, B.B. masonry in C.M. 1:5proportion 12 mm thickcementplasterincm1:4proportiononbothsides with providing and fixing C.I. manhole frame and cover in RCC1:2:4copingorcmthickslabetc.completeas directed by Engineer-in-charge. |
| 300 | Item No. 18 :- Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 301 | Item No. 19 :- 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 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. |
| 302 | GSR Item No. 1 :- Designing (aesthetically),& constructing R.C.C.GROUNDservice reservoirs offollowing capacity with RCC staging consisting of column ,internal &external bracing spaced vertica lly not more than 4.5 m c/c for ESR having capacity up to 500cum & not more than 6 c/c for ESR capacity above 500 cuminclu-ding excavaton in all types of strata, foundation conc.,containar including refilling disposing of the surplus stuff within a lead of 50 meters, all labour & material charges including lowering ,laying,erecting ,hoisting& jointing of pipe assambli for inlet, outlet washout, over flow & bye-passarragementas per departmental design ,providing & fixing accessories such as MS lader , CI manhole frame & cover, water level indicators, lightening conductor ,GI pipe railing around walk way & top slab , providing spiral stair case from ground level to roof level ,MS grill gate of 2 m height with locking arrangement of aproveddesignB.B.masonary chamber for all valves, ventilating shafts providing & applying three coats of cment paint to the structure includingroof surface etc.comp as per design data criteria obligatory requirments & detailed specificatins.Anti terminite treatment shall be given for under ground portion of the structures& satisfactory water tightness test as per I.S.code,job to include painting the name of the scheme &the other details of the reservoir as per the direction of Engg.incharge. |
| 303 | Item No. 2 :- Providng& supplying ISI mark GI pipe offollowing class & diaincluding all local and central taxes, octros , inspection charges,transportation to stores etc complete. |
| 304 | Item No. 3 :- ProvidngISI markCI double flanged short body pattern type manually sluice valve of following dia alltaxes, all ,transportation charges loading unloading stackingetc complete. |
| 305 | :- Trial Run Commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local Body after completion of the above period as directed by Engineer-in-charge. Note: Required chemicals to be supplied by Department free of cost and electricity bill will also be paid by the Department. |
| 306 | 12 % G.S.T |
AI Tender Summary
Tender Timeline
Oct 12, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedOct 27, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedOct 28, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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