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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹16.9 LAdmitted-Finance | -0.10% | ₹16.9 L | L1 | Admitted-Finance |
Updated dates
Tender Value
₹16.9 L
EMD Value
₹16,949
Closing Date
22 Feb 2026, 5:00 pmClosed
EE RWS Z P JALGAON
EE RWS Z P JALGAON
Arrangement Of Drinking Water Supply For Shree Amba Bhavani Mata Mandir At Tondapur Tal Jamner
2026_JALGA_1266944_1
ZP/Jalgaon/RWSD/16/2025-26
Open Tender
Civil Works
120 days
EE RWS Z P JALGAON
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,700
₹16,949
24 Mar 2026
7 Jan 2026
24 Feb 2026
7 Jan 2026
22 Feb 2026
7 Jan 2026
Item No.-2 :- 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. etc complete.
Item No.-3 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 excluding hydraulic testing etc. complete. (Rate for all class of valves.)
Item No.-4:- Providing and supplying ISI standard C.I.specials & fitting with sealing rubber gasket of S.B.R.complete with cast iron follower gland and M.S.nut bolts coated or otherwise protected from rusting and suitable for D.I.pipe including cost of labour,materials and transportation to stores,loading and unloading excluding GST levied by GOI & GOM in all respect etc.complete as per IS-9523
Item No.2 :- PProviding and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc
Item No.-3 :- Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .)
Item No.-4:- Providing and casting in situ C. C. of trap/granite/quartzite/ gneiss metal of approved quality for RCC work as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finssh is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use fo L&T, A.C. C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted .)
Item No.-5 :- Providing and fixing in position steel bar reinforcement of various diameters for RCC pipes, caps, footings, foundation, slabs, beams, columns, canopies, staircases. newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete. (including cost of binding wire)
Item No.-6:- Providing second class Burnt Brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete
Item No.-7 :- Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1 kg per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.
Item No.-8 :- Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.
Item No.-9 :- Providing 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 kg/Rmt. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 kg/Rmt. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. 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 colour Anodising with box.
Item No.-10 :- Providing 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 kg/Rmt. and window frame bottom track section 61.85 x 31.75 x 1.20 mm at weight 0.695 kg/Rmt. Top and side track section 61.85 x 31.75 x 1.30 mm at weight 0.659 kg/Rmt. The shutter should be of bearing bottom 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. Inter locking section 40 x 18 x 1.10 mm at weight 0.469 kg/Rmt. And handle section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. and top section 40 x 18 x 1.25 mm at weight 0.417 kg/Rmt. 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 colour Anodising with box.
Item No.-11:- Providing and apllying priming coat on concrete/masonary/asbestos cement palstered surfaces including scaffolding if necessary,preparing the surafce by throughly cleaning oil,grease,dirt and other foreign matter and sand paering as required etc.complete
Item No.-12 :- Providing and applying plastic emulsion paint of approved quality,colour and shade to old and new surfaces in two coats including scaffolding,preparing the surface.( excluding the primer coat) etc.complete.
Item No.-13 :- providing and apllying two coats apex ultima purnature anti pollution or equivalent approved brand,paint should decomposes organic substances and inorganic gases( Nox,VOC,co,Sox formaldehydes,etc) in presense of natural or artificial light.it contains graphene and nanoparticles of titanium oxide.and absobs CO2 (4.8 kilograms/15) plaster crack should be filled by acrylic base crack seal/textured crack filler,paint has to applied on one coat of apex ultima Purnature Anti Pollution primer or equivalent.Warrenty should be given by the Manufacturer the work should be done by the Manufacturer recommended applicator and he should be able to furnish stage wise onsite technical reports from the concerned company technologist.
Item No.-14 :- Providing Structural steel work in rolled stanchions fixed with connectingg plates or angle cleat as in main and cross beams,hip and jack rafters, purlins connecting to truss members and like as per detailed by Engineer-in-charge including cutting,fabricating,hoisting,erecting,fixing in position,making riveted/bolted/welded connections and one coat of anticorrosive paint and over it two coats of oil painting,etc.complete
Item No.-15 :- Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plated of 3.15 mm thickness reinforced with 35 x 35 x5 mm angle section fitted with sliding bolts and handles for both sides,deep MS channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangement , M.S. bracket plate 300 x 300 x3.15 mm minimum size and shape with square bar,suspension shaft of minimum 32 mm diiameter,hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worn gear wheels and wons of high grade cast iron or mild steel and one coat of red lead primer etc.complete.( I.S.62481979) (without mechanical gear)
ITEM NO. 2 :- Providing erecting commissinory L.T. panel board with all required accessories for the pump in above item No. 1.. etc.complete
ITEM NO. 3 :-Supplying and erecting Flat flexible submersible cable with copper conductor PVC insulated and PVC sheathred 1 x 3 x 4 sqm
ITEM NO. 4 :- Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3½ core 35 sq. mm. aluminium conductor complete erected with glands & lugs, on wall/ trusses/pole or laid in provided trench/ pipe as per specification no. CB-LT/AL
Item No. 5 :-Supplying and erecting G.I. Pipe 'B' in position for suction and delivery for submersible pump including pumbing with socket and necessary material
Item No. 6:- Providing and erecting presure gauge of required capacity complete with syptio tube isolating cock suitable for 12 mm dia G.I. Pipe pressure gauge shall be installed as directed with tapping on rising main
Item No.7:- Providing ISI mark G.I. Pipe of following class and dia including all local and central taxs octrai inspection charges transporatation to store etc… complete medium
Item No.8 :- Providing and supplying G.I. special at site including all taxes (central & Local )RailwayFright Insurances on loading from Railway wagon Loading Truck Transport to store/site unloading etc.. Comp. As directed by Engineer in Charge
Item No.9 :- Providing and supplying ISI mark C.I. D/F reflux valve (non return valves) of following dia including all taxes (central and local) railway freight inspection charges loading unloading from railway wagon transportation upto departement store etc. complete IS 5312 (1984)
ITEM NO. 10 :- Providing and supplying ISI mark C.I.D.F sluice valve of following dia including all taxes (central and local railway freight inspection entries unloading from railway wagon loading into truck transportation upto departmental store/site unloading stacking etc. complete.
ITEM NO. 11 :-Providing and making flaged Joint to flange, C.I. Pipes / M.I. Pipes and specials of all classing including cost of jointing material rubber packing nut bolts labour charges hydrulic testing etc. complete
Item No.12 :- Supplying and erecting Galvanized cast iron earth plate 60 X 60 X 0.6 cm buried specially preposed earth pt[top edge of plate 1.5 m below ground refilling with 30 kg chorcoal and salt in alleviate layers neccessory length of double G.I. earth strip connected to the plate G.I. nuts bolt 12 mm dia iwth Bituminous compound and connected to nearest switch gear with end socket as per directed supplying and erecting 19m dia ventical G.I. pipe 1.5 m long with funner and mesh at top included in the scope of work.
Item No.13 :- Providing and supplying internal elactrification to switch room etc. comp.
Item No.14 :- Providing and fixing wall mounting type name board duly painted all details of pumping machinery make, model frame no. DR no. Date of installation commissioning manufacture year agoncy name aggrement no details of G.I. Shal 18 gauge of required size duly painted with red oxide and enamus paint for dispaying the above details board shall be provided with suitable T.W. bottom back side name board
Item No.15 :- Providing , installing tripple spur gear type 1 Ton Capacity C. P. block with 6 mtr lift load chain and hand wheel suitable for above lift tested with 50% over load as per IS 3832 earring ISI mark.
Item No.16:- Providing tools with tool box etc complete
SUBWORK NO 4 :-Rising Main Item No.1:- Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding GST levied by GI & GOM in all respect etc. complete. 63 mm HDPE kg
Item No.2 :-Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. a) Kinetic Air Valve Flanged Type - PN -1 i) 50 mm. N 12/15 mm Dia Single ball AV
Item No. 3:- Providing at site of works HDPE specials suitable for above pipes including cost of all taxes, freight charges, octroi, loading, unloading and conveyance to Deptt.store etc. complete.
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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
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 dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete.
Item No. 6:- Excavation for foundation / pipe trenches by blasting in soft rock and old cement and lime masonry foundition 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-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
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.
Item No. 8:- Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.
Item No. 9:- Lowering,laying and jointing with P.V.C pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour,material except cement solvent,rubber ring asper IS code etc.complete 63 mm HDPE 6 kg Pipe
Item No. 10:- Providing and laying in situ, following grades of C.C. of trap/granite/quartzite/gneiss metal for foundtion and bedding incluing dewatering, form work, compaction and curing, finishing, etc. complete..
Item No. 11:- Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.
Item No. 12 :- Providing and fixing in position air valve shaft including 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, providing PCC block of M-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in PCC M-150 as shown in type design together with providing and making flanged joints wherever required 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.)
Item No. 13:- Providing and supplying ISI mark CIF/F reflux Valves (non return valves ) of following dia. Including railway freight,inspection charges,unloading from railway wagaon, loading into truck, transportation upto departmental stores,unloading,stacking excluding GST levied by GOI & GOM in all respect etc.complete.reflux valves as per IS.5312 Part I (1984)
SUBWORK NO 5 :- RCC ESR (12 m Staging ht.) It No.1 :- Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for E.S.R. having capacity 500 m3 & not more than 6 m c/c for E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design.
Item No.2 :- Providing and supplying ISI standard CI double flanged pipes excluding GST levied by GOI & GOM in all respect including railway reight, insurance, unloading from railway wagon, loading into truck transport to stores, unloading etc. complete as directed by Engineer-in-charge. 100 mm Dia CID/F Pipe
125 mm Dia CID/F pipe
Item No.3 : Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete. 100 mm Dia CID/F Valve --
125 mm Dia CID/F Valve-
Item No.4 :- Providing and supplying ISI standard C.I.specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron folloer gland and M.S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipes including cost of labour,materials and transportation to stores,loading and unloading excluding GSt levied by GOI & GOM in all respect etc.complete as per IS-9523
SUBWORK NO 6- Distribution System Item 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 IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvemt cement, etc. complete (selffit type to be jointed with cement solvent).
Item No.2-Providing at site of works PVC.specials suitable for above pipes including cost of all taxes, freight charges, octroi, loading, unloading and conveyance to Deptt.store etc. complete.
Item No.3 :-Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete
Item No.4 :-Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete.
Item No.5 :Excavation for foundation / pipe trenches by blasting in soft rock and old cement and lime masonry foundition 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-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
Item No.6 :Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.
Item No.7 :- Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, as per IS code, etc. complete (with cement solvent joint / ring fit joint) 75 mm PVC 4 Kg
ªItem N
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