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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.0 LAccepted-AOC | ₹21.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹21.2 LRejected-Finance | ₹21.2 L | L2 | Rejected-Finance L2 |
| 3 | L3₹21.6 LRejected-Finance | ₹21.6 L | L3 | Rejected-Finance L3 |
Tender Value
₹21.2 L
EMD Value
₹21,185
Closing Date
25 Feb 2026, 5:00 pmClosed
Executive Engineer RWSD
Rural Water Supply Division Z P Satara
Construction of P.W.S. Scheme at Divashi Bk./Laxminagar, Tal. Patan, Dist. Satara
2026_SATAR_1279558_2
ZPS/RWS/SC/2025-26 - 1st Call
Open Tender
Civil Works - Water Works
365 days
Divashi Bk./Laxminagar, Tal. Patan
Please refer Tender Document
8 documents required · 8 mandatory
₹1,000
₹21,185
11 May 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
R.C.C. Well Repair
Item no 1 :-Excavation in general in soft materilas comprising of soft soil soft murum ,sand ,hard murum with boulders in wet or dry condition for head works i,e intake well connecting pipe jack well pump house supply well etc. for lift 0.00 to 1.50m and lead 150m including barricading ,gaurding disposing of surflus excavated stuffs within a radious of 0.50 km as directed by engineer in - charge complete. excluding refilling
M.J.P.DSR 23-24 39/10 b
Item no 2:-Excavation for foundation / pipe trenches in hard rock by controlled blasting including trimming and levelling the bed by chiselling where necessary & removing the excavated material & stacking it in me-asurable heaps,within a distance of 50 m. from the area & lift as below, normal dewatering, excluding back filling, etc.complete
M.J.P.DSR 23-24 39/11b
Item No 3 :-Dewatering the excavated tranches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer - in -charge ( including cost of machinery, labour, fuel ), etc. complete.
M.J.P.DSR 23-24 40/14 89.00+10%
Item No 4 :- Providing &fixing 80 m.m.dia A.c. / p. v. c. pipe weap holes at 1.5m c/c staggered including cost of all materials and labour involved with all leads and lifts etc. complete for well staining wallof necessary diameter.
M.J.P.DSR 23-24, 291/5 231+10%
Item No 5:- Providing &laying in situ P.C.C. 1:2:4 (M-15) of trap metals as per detailed drawing including formwork compacting curing etc. complete.
MJP SSR 23/24, 47/1b
Item No 6:-Providing &fixing in position Steel reinforcement of verious diameters for R.C.C.pile caps, footings, foundations, slabs, beams, columns, staining walls, etc. as per detailed drawings, designs, & schedules. including cutting, bending, hooking, & binding with wires.etc. completed.
Item No 8:- Providing &laying in situ Reinforced cement concrete 1:1/2:3 (M- 30) of trap metals as per detailed drawing & design including formwork compacting curing etc.complete .(Excluding steel reinforcement) Staining Wall
5.00 to 0.00 Mt & Parapet
Item No 9 - Refilling the trenches with available excavated stuff with soft material fist ovar pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.
MJP SSR 23/24
Item no 10 :- Providing and fixing M.S.steel RSJ channel girder for supporting to pumping machinery etc. complete.
M.J.P.DSR 23-24 46/5, 89542+10%
Item No11:-Providing &Fixing in position C. I. dapuri steps of 22mm dia. M. S. bars steps with proper anchorage with applying three coats of anti-corrosive oil paint etc. comleted.
Switch House ( Size 3.00x 3.00M )
Item.No.1.Excavation for foundation /Pipe trenches in earth soil of all types sand gravel and soft Murum including removing the excavated materials upto a distance of 50 M and lift 1.50 m stacking and spreading as directed by Engineer in charge normal dewatering shoring and strutting preparing the bed for the foundation & excluding back filling etc.
Item.No.2.Providing and dry/ trap/granite/quartizite/ rubble stone soiling in 15 cm to 20 cm thick layers including hand packing competion etc.
Item.No.3..Providing and laying insitu cement concrete of grade ( M-150) 1:2:4 of trap/gtranite/ quartizite/ geniss metal for foundation and bedding including dewatering formwork compacting and curing etc.
Item.No.4.Providing and constructing UCR Masonary for foundation and plinth in CM 1;6 including bailing out water striking out joints etc.
Item.No.5.Filling in plinth and floors Murum bedding in trenches with approved murum from excavated materials from foundation 15 cm to 20 cm layers including watering and compaction etc.
Item.No.6.Providing and laying R. Shahabad flooring 25-30 mm with cement concrete laid to proper level and slope including compactions filling joints curing etc
Item.No.7.Providing and constructing 2nd class B.B. Masonary with conventional/I.S. type bricks in cement mortar 1:6 for superstructure including racking out joints and skriting joints where plastering to be done watering and scaffolding etc.
Item.No.8.Providing and laying in situ R.C.C. of trap/granite/quartizite/geniss metal for approved quality for R.C.C. work as per detailed drawing and designs or as directed by Engineer in charge including normal dewatering formwork compaction finishing the formed surface with C.M. 1:3 of sufficient thickness if special finish is to be provided and curing etc.( Excluding M.S. or Tor reinforcement )
A) R.C.C. M-20 for Slab
B) R.C.C. M-20 for Beam & Lintels
C) R.C.C. M-20 for Chajjas
Item.No.9.Providing and fixing in Position Tor steel bar reinforcement of various diameter for R.C.C. piles caps footings foundation slabs beams coloumns canopies stairacases newels chajjas lintels paradis coping fins arches etc.as per detailed drawing and schedules including cutting bending hooking the bars binding with wires or tack welding and suporting as required etc. ( including cost of binding wires )Total R.C.C. Work Item No-8 7.60 Cum Steel At. 0.065 MT
Item.No.10 Providing cement plaster 20 mm thick in two coats in cement mortar 1;3 without neeru finish to concrete bricks stone surface in all position including scaffolding and curing etc.
Item.No.11.Providing and fixing Steel door single shutters of single sheet of 24 gauge as per type design etc.
Item.No.12.Providing and fixing steel window of various sizes as per detailed drawing with out hop dip zink coating without ventilators including fabricating with plain obscured glass all fixtures and fastening oil painting two coats etc.
Item.No.13.Providing and applying Apex paint in two coats including sacffoldng & preparing the surface etc.
Item.No.14.Providing and applying water proof cement paint of approved colour and shade to old and new surface in two coat including scaffolding preparing the surface ( excluding the primer coat )etc.
Rising Main
Item No.1 -Providing & supplying in standard lengths polyethelene Pipes, conforming to IS 4984/14151/12786/ 13488 with necessary jointing material like mechanical connector i.e.thread/ insert joint/ quick release coupler joint, including all local & central taxes, transportation and freight charges inspection charges, loading/unloading charges, conveyance to the departmental stores/ site & stacking the same in closed shade duely protecting from sunrays & rains, etc.
75 mm dia HDPE Pipe PE- 100- 8 kg/cm2
MJP DSR 23/24, 123/1A
Item No.2-Providng and supplying Idouble flange Sluice valves confirming for IS 2906/14846 including worn gear arrangement as per test pressure stainless steel spindle, caps including all taxes transportation etc.complete.
65 mm dia sluice valve PN-1
65 mm dia N.R. valve PN-1
MJP DSR 23/24, 145/2
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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259) Lift 0 to 1.5 M
MJP DSR 23/24, 37/1
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 mtrs. and lifts as below, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding backfilling etc.complete.
MJP DSR 23/24, 37/3
Item No.5 - 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-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 4/259) Lift 0 to 1.5 M
MJP DSR 23/24, 38/5
Item No.6 - Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means.
MJP DSR 23/24, 38/7
Item No.5 - Lowering laying & jointing H.D.P.E. Pipe by heating to the ends of pipe with the help of tefflon coated electrimirror/heater to the required temparature & then pressing the end together against each other to form a monolithic & leak proof joint by thermosetting process. the pressing may be required to be done with Jack/Hydraulicjack/Vutt fusion machine etc. complete. with all maerial,labours as directed by Engineer in charge including given satisfacory hydraulic test.
65 mm dia HDPE Pipe PE- 100- 8 kg/cm2
MJP DSR 23/24, 125/2
Item No.6 - Hydraulic testing of H.D.P.E. Pipe to specified pressure including cost of all materials and labourand water for testing for specified length incluiding cutting placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to providespecified 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 origenal position.
75 mm dia HDPE Pipe PE- 100- 8 kg/cm2
MJP DSR 23/24, 126/3
Item No.7- Lowering, laying and jointing in position following C.I.D./F. sluice valve including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete.
65 mm dia sluice valve PN-1
65 mm dia N.R. valve PN-1
MJP DSR 23/24, 148/4
Item No.8 - Giving satisfactory hydraulic testing of following C.I.D / F Reflex Valves, Butterfly valves and Sluice Valves.
65 mm dia sluice valve PN-1
65 mm dia N.R. valve PN-1
MJP DSR 23/24, 148/4b
Item No.9-Providing, supplying and fixing Air valves as per IS-10845 amd MJP's standard specifications of approved make and quality of following diameters including all taxes(central and local), railway freight, inspection charges unloading from railway wagons, loading into truck, transportation upto departmental stores/site, unloading, stacking etc.complete.
12/15 mm dia Air valve 760+149+14.90
MJP DSR 23/24
Item No.10 - Providing and laying in situ cement concrete mortar 1:2:4 of trap metal for foundation and bedding including bailing out water manually formwork compacting & curing etc. complete.
MJP DSR 23/24, 47/1b
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.
MJP DSR 23/24, 40/15
Item No.12 - Filling in plinth and floor Murum bedding in trenche with approved murum from excavated materials from foundation in 15 to 20 cm layers including watering and compaction etc. complete.
MJP DSR 23/24, 41/16
Item No.13 :- 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.
65 mm dia Medium 524+118+11.80
PUMPING MACHINRY
Item No.1 - Providing installing, commissioning and testing of submerssible pump set LPM discharging water against a total head of m from all causes when running at 2900 RPM (Approx) directly coupled to submotor squrrel gage induction type of adquate capacity as per detail specifications.
5.00 HP, 3 Phase, 6650 lph, 45 m Head.
Item No.2 - Providing, erecting , commissioning & testing of floor mounting type L.T. pannel board (skeletion type) as per detail specifications.
Item No. 3 -Providing erecting, jointing & testing of required size M.S.D/F specials & pipe & flanges tubes etc.complete as per detail specifications.
Item No. 4 - Providing installing and commissioning with test & trial Pr. guage arrangement having range about 15 kg / cm with syphon tube etc. complete.
Item No. 5 -Providing laying, jointing and testing of PVC water proof sub cable copper conductor of type ( 1x 3 x 4) sqm size as per detail specifications.
Item No.6 -Providing laying & testing of PVC allu. conductor armoured cable (1x3x4) core size & as per details specifications.
Item No.7 - Providing and testing varnished plank 20 mm thick fixed towall or on provided pannel board for fitting MSEB connection with necessary materials supports etc. complete.
Item No.8-Providing, installing, testing, earthing arrangement to installation of motor, L.T. pannel board starter etc. complete as per details specifications.
Item No.9 - Providing and lowering, laying and jointing in position Vertical Drop pipe etc. complete. as directed by Engineer & as per specification complete.
DISTRIBUTION SYSTEM
Item No.1 -Providing & supplying in standard lengths polyethelene Pipes, conforming to IS 4984/14151/12786/ 13488 with necessary jointing material like mechanical connector i.e.thread/ insert joint/ quick release coupler joint, including all local & central taxes, transportation and freight charges inspection charges, loading/unloading charges, conveyance to the departmental stores/ site & stacking the same in closed shade duely protecting from sunrays & rains, etc.
90 mm dia HDPE pipe PE - 100 - 6 kg/cm2
75 mm dia HDPE Pipe PE- 100- 6 kg/cm2
63 mm dia HDPE Pipe PE- 100- 6 kg/cm2
MJP DSR 23/24, 123/1A
Item No.2-Providng and supplying Idouble flange Sluice valves confirming for IS 2906/14846 including worn gear arrangement as per test pressure stainless steel spindle, caps including all taxes transportation etc.complete.
65 mm dia Sluice valve PN -1
50mmdia sluice valve PN-1
MJP DSR 23/24, 145/2
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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 1/259) Lift 0 to 1.5 M
MJP DSR 23/24, 37/1
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 mtrs. and lifts as below, stacking and spreading as directed, normal dewatering,preparing the bed for foundation and excluding backfilling etc.complete.
MJP DSR 23/24, 37/3
Item No.5 - 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-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (Bd-A- 4/259) Lift 0 to 1.5 M
MJP DSR 23/24, 38/5
Item No.6 - Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means.
MJP DSR 23/24, 38/7
Item No.7- Lowering laying & jointing H.D.P.E. Pipe by heating to the ends of pipe with the help of tefflon coated electrimirror/heater to the required temparature & then pressing the end together against each other to form a monolithic & leak proof joint by thermosetting process. the pressing may be required to be done with Jack/Hydraulicjack/Vutt fusion machine etc. complete. with all maerial,labours as directed by Engineer in charge including given satisfacory hydraulic test.
90 mm dia HDPE pipe PE - 100 - 6 kg/cm2
75 mm dia HDPE Pipe PE- 100- 6 kg/cm2
63 mm dia HDPE Pipe PE- 100- 6 kg/cm2
MJP DSR 23/24, 125/2
Item No.8 - Hydraulic testing of H.D.P.E. Pipe to specified pressure including cost of all materials and labourand water for testing for specified length incluiding cutting placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to providespecified 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 origenal position.
90 mm dia HDPE pipe PE - 100 - 6 kg/cm2
75 mm dia HDPE Pipe PE- 100- 6 kg/cm2
63 mm dia HDPE Pipe PE- 100- 6 kg/cm2
MJP DSR 23/24, 126/3
Item No.9- Lowering, laying and jointing in position following C.I.D./F. sluice valve including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete.
65 mm dia Sluice valve PN -1
50mmdia sluice valve PN-1
MJP DSR 23/24, 148/4
Item No.10 - Giving satisfactory hydraulic testing of following C.I.D / F Reflex Valves, Butterfly valves and Sluice Valves.
65 mm dia Sluice valve PN -1
50mmdia sluice valve PN-1
MJP DSR 23/24, 148/4b
Item No.11-Providing, supplying and fixing Air valves as per IS-10845 amd MJP's standard specifications of approved make and quality of following diameters including all taxes(central and local), railway freight, inspection charges unloading from railway wagons, loading into truck, transportation upto departmental stores/site, unloading, stacking etc.complete.
12/15 mm dia Air valve 760+149+14.90
MJP DSR 23/24
Item No.12 - Providing and laying in situ cement concrete mortar 1:2:4 of trap metal for foundation and bedding including bailing out water manually formwork compacting & curing etc. complete.
MJP DSR 23/24, 47/1b
Item No.13 - 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.
MJP DSR 23/24, 40/15
Item No.14 - Filling in plinth and floor Murum bedding in trenche with approved murum from excavated materials from foundation in 15 to 20 cm layers including watering and compaction etc. complete.
MJP DSR 23/24, 41/16
Item No.15:- Providing 15 mm dia. Functional Household Tap Connection (FHTC) from water distribution system including 15 mm dia. Pipe of following class ferrule, saddle piece, & other necessary specials like elbow, coupler including necessary excavation in all type of strata, refiling and giving satisfactory test etc.complete.
i) Without Roadcrossing
ii) With Roadcrossing
MJP DSR 23/24, 62/1
Item No.16 :- 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.
80 mm dia Medium 689+132+13.20
65 mm dia Medium 524+118+11.80
MJP SSR 23/24, 93/1
Item No.17 :- 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..
100 mm x 225 mm (20 kg)
Item No.18:- Providing and fixing Name Board of the work showing details of the scheme. etc complete.
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