Tender For Piped Water Supply Scheme At Wandhe Pargan Tal-Murud Dist- Raigad (Jal Jeevan Mission) 2Nd Call
Tender Value
24.90 Lakhs
Estimated cost
Bid Submission
05 Dec 2023
0 days left
EMD
24900
Bank guarantee accepted
Document Fee
1180
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
murud → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Piped Water Supply Scheme At Wandhe Pargan Tal-Murud Dist- Raigad (Jal Jeevan Mission) 2Nd Call
BOQ
| Sl. No. | Item Description |
| 1 | SUBWORK NO.1 BOREWELLItem No. 1 Drilling borewell.(soil, murum in 115 mm dia. and 150 mm dia. drill in hard muru etc .complete. |
| 2 | Item No. 2 140 mm. dia. casing pipe (6kg/cm2) IS 2685-1988 |
| 3 | Item No. 3Casing , Lowering , Grouting (180 mm dia. casing pipe (6 kg/cm2 ) IS 2685-1988 |
| 4 | B0 Beyond 12 M |
| 5 | Item No. 4180 mm .dia. pvc cap |
| 6 | Item No. 8 Source Suryevation / Cheching Charges |
| 7 | Item No.5 -Truck transport charges…(Only for supply of hand pump set,tools & other material (Govt.Ap.rate Item No.Am-1) |
| 8 | SUBWORK NO.2 SWITCH ROOM Item No. 1Excavation 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) |
| 9 | Item No. 2Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A-2/259) |
| 10 | Item No. 3Providing and laying in situ cement concrete in M – 15 (1:2:4) grade of trap /granite/quartzite/gneiss metal for foundation & bedding including bailing out water manually, form work compaction & curing, etc complete. |
| 11 | Item No. 4Providing second class Burnt Brick masonry wi th convent ional/ I.S.type br icks in cement mor tar 1:6 in superstructure including striking joints, raking out joints, water ing and scaffolding etc. Complete |
| 12 | Item No. 5 Providing and casiting in situ CC of trap /granite/quartzite/gneiss metal ofapprovedquality for R CCwork asper detailed drawing anddesigns or as diredcted by Engineer – in- charge including normal dewatering, centering, fromwork,compaction, finishing the formed surface withCM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish to be provided and curing, etc complete.Foundation b) In RCC M-250 |
| 13 | Column b) In RCC M-250 |
| 14 | Beam c) In RCC M-250 |
| 15 | Slabs d) In RCC M-250 |
| 16 | Item No. 6Providing internal cement plaster 20mm. thick in two coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and cur ing etc. complete. |
| 17 | Item No. 7Filling the plinth & floors Murum bedding in trenches with approved murum from excavatyed materials form foundation15 cm. to 20 cm. layers including watering and compaction complete. |
| 18 | Item No. 8Providing and laying cement concrete flooring 40 mm thick wi th M15 cement concrete laid to proper level and slope in alternate bays including compact ion, fi lling joints, marking lines to give the appearance of t i les of 30 cm x 30 cm or other size laid diagonally / square etc finishing smooth (wi th ext ra cement ) in any colour as directed and cur ing etc. complete. With Natural Sand |
| 19 | Item No. 9Providing and fixing in position. (as per I.S.1868 / 1982) Aluminium sliding window of two tracks with rectangular pipe having overall dimension 63.50 x 38.10 x 1.02 mm at weight 0.547 Kilogram/Running metre. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 Kilogram/Running metre. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 Kilogram/Running metre. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 Kilogram/Running metre. And handle section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. As per detailed drawings and as directed by Engineer in charge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 mm thick plain glass with all required screws and nuts etc, complete. With powder coating with box |
| 20 | Item No. 10Providing and Fixing 30 MM thick BOTH SIDE PRELAMINATED SOLID PANEL PVC DOOR SHUTTER consisting of frame made out of M.S tubes of 19 guage thickness and, size 19 x 19 mm for styles and 15 x15 mm for the top and bottom rails, M.S frame shall have a coat of metel primer of approved make and manufacture. M.S frame shall be covered with heat mouled PVC \"C\" channel made from 5 mm (+/0.25) thick prelaminated sheet of density 600 Kilogram/cbm ,of size 30mm thickness 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45? angle on either side forming stiles ; and 5 mm thick ,95 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered in 45 on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered on both sides to form lock rail.Top,bottom and lock rail shall be provided either side of the panel. An additional 5 mm (+/0.25) thick PVC strip of 20 mm width is to be stuck on the bottom side of the \" c \" channel prelaminated paneling of 5 mm (+/0.25) thick PVC sheet to be fitted inside the M.S. frame welded/ sealed to the styles and rails with 5 mm (+/0.25) x 30 mm PVC sheet beading on either side and joined together with solvent cement adhesive etc ,10 mm thickness (5 mm (+/0.25) x 2 nos ) 20 mm wide cross PVC sheet as gap insert for the rail and bottom rail. Door to be fixed to frames with 3 nos M.S.powder coated but hinges of size 100 mm x 25MM x 2mm using 32 mm long steel screws drilled suitable to pass through both the walls of the M.S tube. Other hardwares |
| 21 | Item No. 11Providing flush grooved pointing with cement mor tar 1:3 for stone masonry work including scaffolding and curing etc. complete. |
| 22 | Item No. 12Providing and applying washable oil bound distemper of approved colour and shade to old/ new surfaces, in three coats including scaffolding, preparing the surface to receive the priming coat and finishing coat etc. complete. |
| 23 | Item No. 13Providing and fixing locking arrangement the standered qualityof lock for pump house, etc complete |
| 24 | Item No. 14Providing and fixing in position steel bar reinforcement of various diamenters for RCC piles, caps, footing, foundation, slabs, beams, columns, canopies, staircases, newels,chjjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking he bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) |
| 25 | Item No. 15Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rowof 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cosof all labour, transporting bends to curved shape, etc. complete. |
| 26 | Item No. 16Providing and fixing in position M.S.ladder 0.50 M wide consisting of 75 x10 mm M.S. flats as stringers and 16mm dia M.S. bars in double rows assteps placed at 25 cm c/c including costof material and labour involved, welding,anchoring and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. |
| 27 | SUBWORK NO.3 RISING MAIN Item No. 1Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form63 mm Dia HDPE Pipe 8 Kg/sqcm |
| 28 | Item No. 25% of cost of pipes shall be considered for cost of DI/HDPE specials for estimate purpose only. |
| 29 | Item No. 3Providing 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. completeSluice valves 65 mm Dia.PN 1 |
| 30 | Item No. 4Providing & supplying ISI mark CI D/F reflux valve (Non- returnvalve)offollowingdiaincludingalltaxes(central andlocal), railwayfreight, inspectionchargesunloading from railway wagon, loading into truck, transportation upto department stores/site, unloading, stacking etc. complete. reflux valves as per I.S.5312 part I (1984)Reflux valves 65 mm Dia.PN 1 |
| 31 | Item No. 5Providing, erecting, connecting double flanged short body pattern tye manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS 210 Gr. CF 200generallyconforminginBS5155,Syntheticrubber faced ring secured on disc by retaining ring with stainless steelscrewstubshaftofstainlesssteelridinginTeflon bearings excluding C.C. foundation/ structural steel support confirming to IS 3095-1991.Sluice valves 65 mm Dia.PN 1 for Washout |
| 32 | Item No. 6ProvidingandsupplyingAirvalvesasperIS-10845and MJP’s standard specifications of approved mark and quality offollowingdiametersincludingalltaxes (Central andlocal),railwayfright,inspectionchargesunloading fromrailwaywagons,loadingintotruck,transportation upto departmental stores/ site, unloading and stacking etc. complete.Air valves 15 mm Dia |
| 33 | Item No. 7Excavation 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. |
| 34 | Item No. 8Excavation 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.HMB |
| 35 | Item No. 9 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. |
| 36 | Item No. 11Filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete.Basic Rate Rs92.00 |
| 37 | Item No. 12Lowering, 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 II63 mm Dia HDPE Pipe 8 Kg/sqcm |
| 38 | Item No. 13Lowering 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)Sluice valves 65 mm Dia.PN 1 |
| 39 | Item No. 14Lowering 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)Reflux valves 65 mm Dia.PN 1 |
| 40 | Item No. 15Lowering 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)Sluice valves 65 mm Dia.PN 1 for Washout |
| 41 | Item No. 16Lowering, 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.Air valves 15 mm Dia- Single Bash |
| 42 | Item No. 18ProvidingandlayinginsitufollowinggradesofC.C.of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete.A) 1:2:4 (M-150) grade for Thrust BlocksB) 1:2:4 (M-150) grade for encasingC) Road Restoration Work |
| 43 | Item No. 19ProvidingandconstructingB.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.Size 0.45 x 0.60 x 0.90 |
| 44 | Item No. 20Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15 cm layers with all leadsand lifts including consolidation, surcharging, etc. complete |
| 45 | Item No. 21Hydraulic 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.63 mm Dia HDPE Pipe 8 Kg/sqcm |
| 46 | SUBWORK NO.4 PUMPING MACHINERY Item No. 1Providing, 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 of category A & B 3 BHP PUMPSET |
| 47 | Item No. 2Add Provision For GST 18 % 3 core 16 sqmm |
| 48 | Item No. 3Supplying and erecting, assembled Fully AutomaticStar Delta starter, in a provided cubical panel tooperate squirrel cage induction motor working on380- 440 Volt, 3 phase, 50 Hz with no volt coil, overload relay and ON-OFF push buttons, withnecessary material and connected to supply, etccomplete. < 7.5 HP |
| 49 | Item No.4Providing , 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 < 7.5 HP pump etc.complete. (Market rate) |
| 50 | Item No.5Providing, 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. |
| 51 | Item No. 6Providing tools for pumping. |
| 52 | Item No. 7Main 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)Supplying and erecting, XLPE / PVC insulated,armoured cable 1100 V grade with ISI mark Fourcore, solid / stranded aluminium conductor with 6mm thick 25 mm width M.S. spacer with G.I. Earthwire 6 sq mm, complete erected on wall / on polewith 25 X 3 mm M.S. clamps or in provided trench inan approved manner. |
| 53 | Item No. 8Providing 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 |
| 54 | SUBWORK NO.5 PRESSURE FILTER Item No. 1Providing of aquasoft pressure filter systems automatic online hydraulically operated cell cleaning filter with required accessories etc. Complete for connecting to rising main with maximum or minimum operating pressure of 3.5BAR and 2BAR resp. And including the cost of filter inlet valve, outlet valv, bypass valve and non return valve, MS stand for support and confirming to the following specifications.a) The filter equioment is made up of epoxy or polyster carbon steel 37-2 with 1 inlet, 1 outlet and drain and the system consists of coarse screen andfine screen.b)The following accessories should be provided with the hydraulically operated self cleaning filter |
| 55 | SUBWORK NO.6 RCC ESR 1Designing (aesthetically), and constructingRCCgroundservice reservoirs / RCC sumps in M-300 mix of requiredcapacityincludingexcavationin alltypesofstrata,foundationconcrete, container walls, bottom slab top RCC roof slab/ordome,20mmthick cement plasterwithwaterproofingcompoundin CM1:3proportiontoinsidefaceofthe container, including epoxy paint from insideincludingrefillinganddisposingof surplus stuff within lead of 50 M, all labour and material charges, for laying and jointingofpipeassemblyforinlet,outlet washout, over flow and bypass arrangementconsistingofC.I.M.S.D/F. pipes, specials and valves of given diameters,providingandfixing accessoriessuchasM.S.ladderinside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamberforallvalves,ventilatingshafts, including giving satisfactory hydraulictest andwatertightnesstestasperIScode and providing three coats of cement paints to all exposed surface of structure including roof surface etc. complete as per designdata,criteria,obligatory requirementsanddetailedspecifications. Anti-termitetreatmentshallbegivenfor underground portion of the structure.Only M.S. bars grade I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shallbeused.Grade-IIM.S.barsshall not be used.10000 |
| 56 | 2Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to store / site, unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe)65 MM GI Pipe |
| 57 | SUBWORK NO.7 DISTRIBUTION SYSTEM Item No. 1Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete.Note:- H.D.P.E. Pipes shall be as per latest IS Specifications Also HDPE pipes upto 110 mm Dia shall be in coil form63 mm dia HDPE PN 6 Pipes |
| 58 | Item No. 2Specials for HDPE and GI pipes.10% cost of the item No 1 &2 |
| 59 | Item No. 3Providing 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. completeSluice valves 65 mm Dia |
| 60 | Item No. 4Providing 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 without bypass arrangementSluice valves 65 mm Dia forWashout |
| 61 | Item No. 5Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.Air Valve15 mm Dia |
| 62 | Item No. 6Excavation 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)Earth Soils |
| 63 | Item No. 7Excavation 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)HMB |
| 64 | Item No. 8Excavation 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)Soft Rock |
| 65 | Item No. 9Excavation in foundation /pipe trebches in hard rock and concrete road by chiselling wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavateed matereials upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-In-Charge.Normal dewateringexcluudong backfilling etc. complete by all means(Bd-A-6/259)Hard Rock |
| 66 | Item No. 10Filling 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) |
| 67 | Item No. 11Lowering, 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 II63 mm dia HDPE PN 6 Pipes |
| 68 | Item No. 12Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)Sluice Valve 65 mm Dia |
| 69 | Item No. 13Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)Sluice valves 65 mm Dia forWashout |
| 70 | Item No. 14Lowering, laying and fixing in proper alignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves)Air valves 15 mm Dia |
| 71 | Item No. 15Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)A) 1:2:4 (M-150) grade for Thrust Blocks |
| 72 | Item No. 16Providing 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.As above of 45 x 60 cm internal size and depth upto 0.90 M with precast R.C.C slab cover. |
| 73 | Item No. 17Refillingthetrencheswithavailableexcavatedstuffwith soft materialfirst over pipeline andthen hardmaterial in 15cmlayerswithallleadsandliftsincluding consolidation, surcharging, etc. complete |
| 74 | Item No. 18ProvidingandmakingHDPE/PVC pipeconsumer serviceconnectionondistributionmainbydrilling holes with suitable means, including all labour. HDPE/PVCpipeofrequiredlengthwithorwithout roadcrossingasdescribedbelowincluding saddle/clampsaddleofsuitablematerial---as directed by Engineer in charge. |
| 75 | Item No. 19Hydraulic testing of H. D. P. E./ M. D. P. E./D.I. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position.63 mm dia HDPE PN 6 Pipes |
| 76 | Item No. 20Providingandfixingboarddisplayinginformation, 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 |
| 77 | SUBWORK NO.8 MSEB Item No. 1Providing & streching transmission line & making Additional electric load connection to Head works, including all charges as per MSEB rule |
| 78 | SUBWORK NO. 9 SOLAR PUMPING MACHINERY 3BHP Item No. 1Supplying, installing, testing and commissioning of solar water pump of 3 HP capacity, DC surface type, 135000 LPD, total head of 20m, comprising of 2700 Wp PV array / submersible type (with controller) 105000LPD/63000LPD/ 42000LPD total head of 30m/50m/70m, comprising of 3000Wp/ 3000Wp/3000Wp PV array respectively mounted on GI structure with necessary hardware with 5 years on site performance warrantee. Specification no. ESD-SWPS.3 |
| 79 | Item No. 2Providing and erecting 1.5 metre high wire fencing with seven rows of barbed wire supported on M.S.Angles ( 50mm x 50mm x 6mm) at 2.5 Metres, Center to center including excavating pits for foundqtion, fixing post in cement cocnrete 1:4:8 of size 45 x 45 x 45 cm fastening the wire and painting the M.S.Angles with one coat of red lead primer and two coats of painting etc.complete. |
| 80 | Item No. 3Providing and fixing mild steel grill gate with angle iron frame 65mm x 65mm x 10mm with iron bars at 150mm C/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt |
| 81 | SUBWORK NO.10 ITEM NO. 1Commissioning, 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.For ONE village withOUT WTP |
| 82 | Add 18% GST |
AI Tender Summary
Tender Timeline
Nov 30, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedDec 05, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedDec 06, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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