Rural Development Government Departments Closing in 0 days TDR #35581424

Tender For Water Supply Scheme At Jjmat Gadegavtal Pandharpur

Issued by Government Departments · solapur, Maharashtra
Tender Value
Ref. Documents
Estimated cost
Bid Submission
10 Jan 2023
0 days left
EMD
1.14 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
solapur → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender For Water Supply Scheme At Jjmat Gadegavtal Pandharpur

BOQ

Name of Work:- GadegaonWater Supply Scheme (Jal Jeevan Mission) ,Tal.Pandharpur Dist.Solapur
Sl. No. Item Description
1Sub Work No.01-Deeping of Existing well by 8mExcavation in general in hard material c0mprising of soft rock, hard rock, Manjara rock, etc. by blasting / controlled blasting, chiselling as required in wet or dry condition for Head Works i.e. Intake Well,Connecting Pipe, Jack Well, Pump House, Supply Well, etc. for lift 0 to 1.5 M and lead of 150 M including barricading, guarding,disposing off surplusexcavated stuff within a radius of 0.5 km. as directed by Engineer-in charge, excludingrefilling.MJP DSR 2021 - 22 54/11 b ,12m to 13.50 m for River Well,for Tank Well.
2Lift13.50 m to 15.00 m
3Lift15.00 m to 16.50 m
4Lift16.50 m to 18.00 m
5Lift18.00 m to 19.50 m
6Lift19.50 m to 20.00 m
7Desilting the Supply Well, Intake Well / Head Works, Sump of water supply / sewerage works etc. in wet or dry condition including lifts upto 9 M and lead upto 150 M as required beyond the work site, stacking,spreading, including necessary guarding, etc.complete, as directed by Engineer-in-charge.11-12
8Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.(Bd-A-9/261) MJP DSR 2021 -22 55/14
9Taking Horizontal Bore in percolation Well 4 inch etc compl.
10Carrying out recuperation/ yield test for asserting the discharge of constructed well/ excavated profile as directed by Engineer-in-charge. The test is carried out by drawing down water from well/profile below normal/ subsoil water level up to full depth rise in water level is recorded. The normal water level/subsoil water level in the well/profile as well as strainer/suction level of pump as per design of W.S. scheme shall be recorded prior to the test including cost of all material, overhead, laborers, etc.complete as directed. The test shall be carried out as per Tech. Circular No. 2597 and 2011-97 and shall be carried out for 7 days.
11Taking surface borewell by boring Machine to required depth etc. complete 150 mm diameter As per G.S.D.A - Approved Rate(60x3)
12Providing and Supplying in Standard Lengths of ISI Mark pipes for Potable water with solvent cannot joints including cost of coupler ,as per IS Specification No. 4985/1988. Including all Local and Central taxes ,transportation ,freight charges,inspection Charges,loading ,unloading conveyance to the Depatmental store /site and Stacking the same in closed shed duty protected from sunrays and rains including cost of jointing material i.e Solvent cannot etc. CompleteCasing pipe of 180 mm Dia6 Kg /cm 2
13Taking yeild test by V Notch etc. complete
14Providing and Fixing bore cap etc.complete
15Consultancy Charges of G.S.D.A for site selection of Bore well
16Sub Work No.02Pumping Machinery Providing, erecting and giving test of Submersible Mono block pump setconforming to IS 8034 and motor conforming to IS 9283,with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph,50 Hz A.C. Supply, with cable guard, thrustcarbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10mm thick shall be provided with each pump.3 HP,LPH-3103 H=77 M. -For Laxmi Nagar
175.00 HP,LPH-5249 H=73 M. -For Chavan wasti near barad wasti
187.5.00 HP,LPH-18784 H=49 M. -For gadegaon Gawthan ESRMonoblock
19Providing ISI mark G.I. pipes of following class and dia. including all local andentral taxes, octroi, inspection charges, transportation to stores, etc. complete.50 mm Dia G.I Pipe .- Medium
20Lowering, laying and jointing G.I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete, either underground or in vertical position, as directed byEngineer-in-charge.50 mm Dia G.I Pipe .- Medium -
21Supplying and erecting D.O.L starter to operate squirrel cage induction Motor working on 380-400 V.3 Phase 50 Hz with no volts coil and overload element with necessary material and connected to supply etc. complete .Starter with original sheet enclose up to 7.50 HP
22Supplying and erecting plain copper conductor PVC Insulated flexible cable as per I.S 694/1990 of following grade up to 1100 volts3 Core 4 Sq mm
23Providing and erecting Voltmeter A.C. 50 cycles per second with 0 to 500 Volts range flush type erected on provided M.S box and connected supply.
24Providing and erecting AmmeterA.C. 50 cycles per second with 400 Volts range flush type erected on provided M.S box and connected supply.
25Supplying and erecting bank of metalized polyproulen capacitor with the standard capacities of 2,3,5,7,10,12.50 and 15 KVAR units of P.F connection for operation on 3 Phase 50 C/s 400 Volts (+/- 10%)J with externally discharging resistance earthling terminals and built on angle iron or channel iron frame work and provided iron cover box complete. Erected on provided iron bracket or on floor duly tested2KVAr 2 No.
26Panel Fabrication - M.S sheet of thickness below to be used for fabrication of boxes. Panel board etc. including cutting, bending, drilling, welding, cleaning, defrosting and painting with one coats of enamel paint 16 SWG
27Supplying and erecting \"B\" class G.I Bend in Position necessary material.G.I Bend 50 mm Dia G.I Bend
28Sub work No.03 Rising Main Excavation for foundation/pipe trenches in earth, soils, of all types, sand, gravel, and soft murum, including removing the excavated material up to a distance of 50 m and lift as below stacking and spreading. as directed, normal dewatering, preparing the bed for foundation and Excluding backfilling etc.complete
29Excavation for foundation/pipe trenches in Hard Murum including removing the excavated material up to a distance of 50 m and lifts as below ,stacking and spreading as directed by Engineer-In-Charge, normal dewatering ,preparing the bed for foundation and excluding backfilling etc. complete.
30Excavation for foundation /pipe trenches in soft rock and old cement and Lime masonry foundation asphalt roadincluding removing the excavated material up to a lead of 50 mbeyond the lift as below ,Stacking as directed by Engineer-In-Charge normal dewatering , preparing the bed for foundation and excluding back filling, etc. complete
31Excavation for foundation /pipe trenches in soft rock and old cement and Lime masonry foundation asphalt roadincluding removing the excavated material up to a lead of 50 mbeyond the lift as below ,Stacking as directed by Engineer-In-Charge normal dewatering , preparing the bed for foundation and excluding back filling, etc. Complete
32Filling in Plinth and floor murum beddingin Trenches with approved murum for excavated material from foundation 15 cm to 20 cmLayer including watering ,ramming and compactionetc complete.Murum from Excavated Stuff - 30%
33Providing and Supplying in Standard Length of ISI Mark rigid Unplasticsed PVC pipes 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 ,foreign charges ,inspection loading, unloading, conveyance to the departmental store/site and stacking the same enclosed shed duly protected from sun rays and rains including cost of jointing material. i.e. solvent cement , etc.complete.[[DSR 2021-22 Page No. 76 Item No. 1and MJP new circular dt.18/11/21) ]90 mm Dia.6 Kg/cm2.
34140 mm Dia.6 Kg/cm2.
35Lowering, laying and jointing PVC pipes and special of following class and diameter including cost of conveyance from stores to site of work including cost of all labour ,material, except cement solvent ,rubber ring, giving satisfactory hydraulics testing as per IS codeetc.complete (with cement solvent joint/ring fit joint)[DSR 2021-22 Page No. 76 Item No. 1and MJP new circular dt.18/11/21) ].90 mm Dia.6 Kg/cm2.
36140 mm Dia.6 Kg/cm2.
37Providing 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)80 mm without bypass arrangement PN-1
38Laying and jointing in Position following CI D/F sluice Valve ,Butterfly Valves and reflux Valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing ,etc.complete 80 mm without bypass arrangement PN-1
39Refilling the trenches with available excavated Stuff with soft material first over pipeline and then hard material in 15 cm layer with all leads andlift including consolidation ,surcharging ,etc.complete
40Providing and constructing B.B Masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation BB Masonry in 1:5 proportion precast RCC frame and cover etc. complete as directed by Engineer -in-charge(A) As above of 60 x 45 cm internal size and depth up to 0.90 m with precast RCC slab cover
41Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standardspecifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck,transportation upto departmental stores,unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.25 mm Air valve SingleBall Flanged Type PN-1.
42Lowering, 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).25 mm Air valve SingleBall Flanged Type PN-1.
43Providing and Fixing in Position air Valve Shaft including Providing and Fixing G.I Medium class or 6 mm thick pipe shaft 2.70 m long over branch flange of air valve tee, providing PCC block of M-150 Concrete 150mm thick around the air Valve tee Including encasing of vertical shaft in PCC M-150 as shown in type design together with providing & making flanged joints wherever required & fixing ofair valve tee etc comp.. as per type design & as directed by Engr. -in -Charge for following dia. of pipe lines.Foundation on murum & Harder strata -Up to 150mm
44Providing, Lowering, laying and Jointing G.I pipes of following Dia and Class in proper position grade, alignment as conveyance to site of work, cost of jointing material, labour, giving satisfactory hydraulic test etc. Complete.[DSR 2012-13/87,88/1B,2B ].80 mm Dia. M- class
45Hydraulic 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..90 mm Dia.6 Kg/cm2.
46140 mm Dia.6 Kg/cm2.
47Sub Work No.04 ESR Designing (aesthetically) and constructing RCC Elevatedservice reservoirs of required capacity with RCC staging of column internal and external bracing spaced vertically not more than 4.50 m centre to centre for E.S.Rhaving capacityup to 500 Cum and not more than 6 m C/C for E.S.R having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound in CM 1:3 proportion to inside face of container, refilling and disposing of surplus stuff within lead of 50 m, all labour and material charges includinglowering laying, erecting, hoisting and jointing ofpipe assembly for inlet, outlet washout, over flow and bypass arrangement as per departmentaldesign, providing and fixing accessories Such as Stainless steelLadder inside and outside, C.I manhole frame and Cover, water level indicator, lighting conductor, G.I Pipe railing around walk way and top slab providing spiral stair case from ground level to roof level, M.S grill gate of 2 m height with locking arrangement of approved design, B B Masonry Chamber for all valves, ventilating shaft, providing and applying three coat ofacrylic emulsion with silicon additives paint to the structure including roof slab, epoxy paint to the internal surface and anti-termite treatment for under ground parts of the structure and giving satisfactory water tightness test as per IS code. the job to include painting the name of the scheme and other details on the reservoir as per direction of Engineer-in-Charge.[DSR 2021-22/232/1] Capacity 20000 Liters 10.00 m St.Ht.at Laxmi Nagar Wasti
48Add 5% For Seismic Zone
49Capacity 33000 Liters 8.00 m St.Ht.at Barad wasti and satara nala Wasti
50Add 5% For Seismic Zone
51Providing and SupplyingISI mark standardC.I.double flangedPipes of following class and diameter including all taxes (central and local )insurance, railway, freight, unloading from railway wagon, loading into truck, transport to Site of Workunloading, stacking etc. complete. [DSR 2021-22/72/5]100 mm Dia.
5280mm Dia.
53Providing and supplying ISI standard CI flanged / s&s specials including all taxes (central and local )insurance, railway, freight, unloading from railway wagon, loading into truck, transport to Site of Workunloading, stacking etc. complete. 500]
54Providing and Supplying ISI mark CI D/F Sluice Valve with jointing to pipe work (including all hardware and packing ),water quality having non-rising spindle with hand wheel and without bypass arrangement ,Spindle of stainless steel as per requirement excluding CC foundation /Structure steel support (1) up to 300 mm Dia conforming to IS 780(2) Above 300 mm Dia confirming to IS 2906A - Sluice Valve with PN-1/Butterfly Valve without bypass 80 mm Dia.
55100 mm Dia.
56Sub Work No.05 Distribution SystemExcavation for foundation/pipe trenches in earth, soils, of all types ,sand, gravel, and soft murum, including removing the excavated material up to a distance of 50 m and lift as below stacking and spreading. as directed ,normal dewatering, preparing the bed for foundation and Excluding back filling etc.complete ( CSR 2021-22 P.No.42 I. No.1).
57Excavation for foundation/pipe trenches in HardMurum including removing the excavated material up to a distance of 50 m and lifts as below ,stacking and spreading as directed by Engineer-In-Charge, normal dewatering ,preparing the bed for foundation and excluding back filling, etc.complete.( CSR 2021-22 P.No.42 I. No.2 ).
58Excavation for foundation /pipe trenches in soft rock and old cement and Lime masonry foundation asphalt roadincluding removing the excavated material up to a lead of 50 mbeyond the lift as below ,Stacking as directed by Engineer-In-Charge normal dewatering , preparing the bed for foundation and excluding back filling, etc. Complete( CSR 2021-22 P.No.42 I. No.4 ).
59Excavation for foundation /pipe in hard rock by Controlled Blasting including trimming and Leveling the bed by Chiseling where necessary and removing the excavated material and Stacking it in measurable heaps within a distance of 50 m from the area and lift as below ,normal dewatering ,excluding backfilling etc. Complete.
60Filling in Plinth and floor murum beddingin Trenches with approved murum for excavated material from foundation 15 cm to 20 cmLayer including watering ,ramming and compactionetc complete.( CSR 2021-22 P.No.45 I. No.16 ).
61Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent).75 mm Dia.PVC 4 Kg/cm2.
6290 mm Dia.PVC 4 Kg/cm2.
63140 mm Dia.PVC 4 Kg/cm2.
64Lowering, laying and jointing PVC pipes and special of following class and diameter including cost of conveyance from stores to site of work including cost of all labour ,material, except cement solvent ,rubber ring, giving satisfactory hydraulics testing as per IS codeetc.complete (with cement solvent joint/ring fit joint).75 mm Dia.PVC 4 Kg/cm2.
6590 mm Dia.PVC 4 Kg/cm2.
66140 mm Dia.PVC 4 Kg/cm2.
67Providing 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.125 mm CID/F Sluice Valve
6880 mm CID/F Sluice Valve
6965mm CID/F Sluice Valve
70Laying and jointing in Position following CI D/F sluice Valve ,Butterfly Valves and reflux Valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing ,etc.complete 125 mm CID/F Sluice valve
7180 mm CID/F Sluice Valve
7265mm CID/F Sluice Valve
73Refilling the trenches with available excavated Stuff with soft material first over pipeline and then hard material in 15 cm layer with all leads andlift including consolidation ,surcharging ,etc.complete
74Providing 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.
75Providing ISI mark G.I. pipes of following class and dia. including all local andentral taxes, octroi, inspection charges, transportation to stores, etc. complete65mm Dia. M- class
76Lowering, laying and jointing G.I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour, giving satisfactory hydraulic test, etc. complete, either underground or in vertical position, as directed by Engineer-in-charge.65mm Dia. M- class
77Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite /neiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete.PCC 1:2:4
78Making cross connection to existing distribution system of any type including excavation, bracking and removing the existing pipes, lowering laying the specialsand pipes in their position,refilling, closing the watersupply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in- Charge for following diameters of existing pipe lines80 mm
79100 MM
80125MM
81Hydraulic Testing of PVC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including, cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressrue gauges and other necessary equipments, labour, operation charges etc. required for testing. The rate under this item shall also include cost of retesting,if necessary and reinstating to original position.75 mm Dia.PVC 4 Kg/cm2.
8290 mm Dia.PVC 4 Kg/cm2.
83Sub work No.04 Trial and Run Commissioning running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirment of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and 3 months for regional scheme, together with training of personnel spared by MJP / Local Body and handing over the scheme to Local ody after completion of the above period as directed by Engineer- in - charge for single village for Single Village without WTP(for 1 Month)
84GST 18%

AI Tender Summary

OUR REF NO 35581424
AUTHORITY Government Departments
TENDER VALUE Ref. Documents
LAST DATE 10-01-2023
Authority
Authority Name Rural Development Department
Work Description Tender For Water Supply Scheme At Jjmat Gadegavtal Pandharpur
Basic Detail
Tender No Water Suppley Sheme at jjmat gadegavTal pandharpur
Bidding Type Tender
Location
City solapur
State Maharashtra
Key Dates
Publish Date 04 Jan 2023
Submission Date 10 Jan 2023
Open Date 11 Jan 2023
Finance
Tender Value Ref. Documents
Tender Fee 5000
EMD 1.14 Lakhs
Exemption Not Available
Document List
a69aee6c-0e60-43fb-909c-de6ebe06be5e.html
BOQ_1503818.xls
MTD.pdf
Tendernotice_1.pdf

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Tender Timeline

Jan 04, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Jan 10, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Jan 11, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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a69aee6c-0e60-43fb-909c-de6ebe06be5e.html

xls

BOQ_1503818.xls

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MTD.pdf

pdf

Tendernotice_1.pdf

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