Estimate For Special Repairs To Mathadi Regional Rural Water Supply Scheme
Tender Value
Ref. Documents
Estimated cost
Bid Submission
31 May 2021
0 days left
EMD
5200
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jiwati → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
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Contact Person
Address
Project Description
Estimate For Special Repairs To Mathadi Regional Rural Water Supply Scheme
BOQ
| Sl. No. | Item Description |
| 1 | Sub Work No. 1:-Desilting, Deepening & Drilling Horizontal Bore in Existing Supply Well |
| 2 | Desilting of Supply well / Intake well / Head Works Sump of water supply/ sewerage work etc in wet or dry condition including lift up to 10.50 m and lead up to 150 m as required beyond the work site stacking & Spreading including necessary guarding etc complete. As directed by engineer in charge |
| 3 | Lift 0.00 to 10.5 M |
| 4 | Excavation for foundation / pipe trenchesinhard 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. completeby all means. |
| 5 | Lift 12.00.to 13.50 M |
| 6 | Lift 13.50.to 15.00 M |
| 7 | Dewatering the excavated trenches and pools of water in the building/ trench area by using pumps and other devices including disposing of the water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel) etc. complete. |
| 8 | Providing and laying in situ following grade of C.C. of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including dewatering, formwork, compacting and curing, finishing etc. complete. |
| 9 | Drilling ofHorizantal Inwell Borewell in well …etc |
| 10 | Providing and supplying of PVC casing pipe With Installation….etc complete |
| 11 | 110 mm Dia6 kg/cm2 pvc casing pipe |
| 12 | Liftingof Borewell instrument in well with lifting of Drillout material …..Etc .Complete |
| 13 | Shifting of Bencher …etc Copmlete |
| 14 | Removing & Errecting Rolled steel Joist (Girder) pole 150 x 80 mm/150 x75 mm (14.9 kg /m) with provided base plate.Removing & Re-errecting of Existnig Girder on Supply Well |
| 15 | Removing & Re-Errecting of Submersible Solar pump With Drop Pipe During Blasting /Excavation of Supply Well ….. Etc complete |
| 16 | Sub Work No. 2:-Repairs to Water Supply Scheme |
| 17 | Item No.1:- |
| 18 | Excavation for foundation/ pipe trenches in earth soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreadingasdirected, normal dewatering, preparing the bed for foundation & excluding backfilling etc. complete. |
| 19 | Item No.2:- |
| 20 | Excavation for foundation/ pipe trenches in hard murum & boulder including removing the excavated material upto a distance of 50 meters beyond the area & lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation excluding backfilling etc. complete . |
| 21 | Item No.3:- |
| 22 | Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road by all means including removing the excavated material upto a distance of 50 M beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 23 | Item No.4:- |
| 24 | 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. |
| 25 | Item No.5:- |
| 26 | 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.As per IS:4984-2016 |
| 27 | Item No.6:- |
| 28 | Lowering, Laying and Jointing H. D. P. E./M. D. P. E. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/ butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per IS-7634 Part II |
| 29 | Providing double flange sluice valve confirming for IS-14846 including worn gear arrangements as per test pres-sure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unload-ing, stacking excluding GST levied by GOI & GOM inall respect etc. complete..With byepass arrangement |
| 30 | 65 mm dia. CIDF Scour/ Sluice Valve (PN 1.0) |
| 31 | 65 mm NRV Without by pass arrangement -PN -1.6 |
| 32 | 80 mm dia. CIDF Scour/ Sluice Valve (PN 1.0) |
| 33 | Lowering, laying and jointing in position followingC.I.D/F Reflex valves, Butterfly valves and Sluicevalves including cost of all labour jointing material, includ-ing nut bolts and giving satisfactory hydraulic testing etc. complete. ( |
| 34 | 65 mm dia. CIDF Scour/ Sluice Valve (PN 1.0) |
| 35 | 65 mm NRV Without by pass arrangement -PN -1.6 |
| 36 | 80 mm dia. CIDF Scour/ Sluice Valve (PN 1.0) |
| 37 | 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 lift including consolidation, surcharging etc. complete. ((MJP CSR 2019-20, Section Excavation) |
| 38 | Item No.10: |
| 39 | Providing and supplying Air Valves as per IS-10845 and MJP’s standard specifications double orifice type 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 all taxes(Central and local), insurance, third party inspection charges, loading, unloding, transporta-toin upto departmental stores / site, etc. compl |
| 40 | 50mm Dia. Double Ball Flanged Type - PN -1.0 With small Orifice |
| 41 | Item No.11: |
| 42 | Lowering, laying and fixing CI air valve in proper position and alignment as directed including cost of conveyance from stores to site of work, cost of all jointing material, labour, giving satisfactory hydraulic testing etc. complete. |
| 43 | 50mm Dia. Double Ball Flanged Type - PN -1.0 With small Orifice |
| 44 | Item No.12:- |
| 45 | 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 fixingof air valve tee, etc. complete as per type design and as directed by Engineer -in- charge for following diameters of pipe lines (type designattached.) |
| 46 | Item No.13: |
| 47 | Providing I.S.I. mark G.I. pipes and specials of following class and diameter including all local and central taxes, octroi, inspection charges, conveyance up to site of work etc. complete. |
| 48 | 80 mm dia. Heavy class G.I |
| 49 | Item No.14: |
| 50 | Lowering, laying and jointing G.I. pipes and specials of following class and diameter including conveyance up to site of work, all labour, giving satisfactory hydraulic test etc complete either underground or in vertical position, as directed by Engineer-in-charge. |
| 51 | 80 mm dia. Heavy class G.I. pipes |
| 52 | Item No.15:- |
| 53 | Providing & laying in situ following grade of C.C of trap/granite/quartzite/gneiss metal for foundation & bedding including dewatering, formwork, compacting and curing, finishing etc. complete. |
| 54 | PCC 1:3:6 (M-100) grade |
| 55 | Item No.16: |
| 56 | Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in C.M. 1:5 Proportion precast RCC frame and cover, etc. complete as directed by Engineer-in charge. |
| 57 | As above of 90 x 45 cm internal size and depth upto 1.2M . |
| 58 | Item No.17: |
| 59 | Providing, erecting and giving test of submersible pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer\"s design. Antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump. |
| 60 | Submersible Pump set 100 mm dia (with Polypropylene / Noryl Impeller) up to 20 stages |
| 61 | Pump set – 5.00 H.P., H-96.m,Q= 10000 lit/hr |
| 62 | Item No.18:- |
| 63 | Supplying and erecting flat flexible submersible cable with 3 core PVC insulated, PVC sheathed copper conductor. |
| 64 | 3 core, 4 Sqmm |
| 65 | Item No.19: |
| 66 | Providing Panel board fabricated of M.S. sheet with T.P. Switch 32 amp 2 No, Ammeter 96 x 96 sq mm 1 No, Voltmeter 96 x 96 sq mm 1 No, Selector switch 1 No, Pilot Lampset 1 No, Single phase preventer 2 No, Mixed Di Electric Capacitor, FASD starter 12 amp 2 No, Danger board 1 No, ELCB 63 A-4 Pole 1 phase, Rubber matting, 16 SWG M.S.sheet, Change over switch 63 amp 1 No, Self locking arrangement 2 No, Marine ply wood 0.675 Sqm, 10 kg Iron work including cutting, bending, drilling, welding, cleaning, derusting and painting with one coat of red lead paint and two coats of enamel paint. |
| 67 | Item No.20: |
| 68 | Providing and supplying in standard lengths ISI mark rigidunplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in closedshed 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). |
| 69 | 90 mm Pressure 6 Kg./Sq.cm. PVC Pipe |
| 70 | Item No.21: |
| 71 | Lowering, laying and jointing with P.V.C. pipes and specials offollowing 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) |
| 72 | 90 mm Pressure 6 Kg./Sq.cm. PVC Pipe |
AI Tender Summary
Tender Timeline
May 25, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMay 31, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 01, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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