Special Repairs To Water Supply Scheme At Markagondi G . P Dhanakdevi . Tah-Jiwati
Tender Value
7.54 Lakhs
Estimated cost
Bid Submission
03 Jun 2020
0 days left
EMD
7600
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
Website
Contact Person
Address
Project Description
Special Repairs To Water Supply Scheme At Markagondi G . P Dhanakdevi . Tah-Jiwati
BOQ
| Name of Work: Special Repairs to Water Supply Scheme at Markagondi G.P Dhanakdevi . Tah-Jiwati | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Sub Work No. 1:- Repairs to Markagondi Water Supply Scheme | |||
| 2 | 2 | Item No.1:- | |||
| 3 | 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 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation & excluding backfilling etc. complete. | 100.8 | Cum | |
| 4 | 4 | Item No.2:- | |||
| 5 | 5 | 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 . (CSR 2013-14, Item No.3, P.No.27) | 302.4 | Cum | |
| 6 | 6 | Item No.3:- | |||
| 7 | 7 | 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. | 100.8 | Cum | |
| 8 | 8 | Item No.4:- | |||
| 9 | 9 | 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. | 10.08 | Cum | |
| 10 | 10 | Item No.5:- | |||
| 11 | 11 | Providing and supplying instandard lengths ISI mark rigidunplasticised PVC pipes suitablef or potable water with solventcement joints including cost ofcouplers, as per IS specificationno. 4985 1988 including all local and central taxes,transportation, freight charges, inspectioncharges, loading, unloading,conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost\nof jointing material i.e. solvent cement, etc. complete (selffit type to be jointed with cement solvent). | |||
| 12 | 12 | 90 mm Pressure 6 Kg./Sq.cm. | 90 | Rmt | |
| 13 | 13 | 75 mm Pressure 4 Kg./Sq.cm. | 540 | Rmt | |
| 14 | 14 | 90 mm Pressure 4 Kg./Sq.cm. | 90 | Rmt | |
| 15 | 15 | Item No.6:- | |||
| 16 | 16 | 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, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint).\n | |||
| 17 | 17 | 90 mm Pressure 6 Kg./Sq.cm. | 90 | Rmt | |
| 18 | 18 | 75 mm Pressure 4 Kg./Sq.cm. | 540 | Rmt | |
| 19 | 19 | 90 mm Pressure 4 Kg./Sq.cm. | 90 | Rmt | |
| 20 | 20 | Item No7: | |||
| 21 | 21 | Providing double flange sluice valve confirming for IS-2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all taxes transportation etc. complete.With byepass arrangement | |||
| 22 | 22 | 65 mm dia. CIDF Scour/ Sluice Valve (PN 1.0) | 2 | No | |
| 23 | 23 | 80 mm dia. CIDF Scour/ Sluice Valve (PN 1.0) | 2 | No | |
| 24 | 24 | Item No.8: | |||
| 25 | 25 | 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 giving satisfactory hydraulic testing etc. complete.\n\n\n\n\n\n\n( | |||
| 26 | 26 | 65 mm dia. CIDF Scour/ Sluice Valve (PN 1.0) | 2 | No | |
| 27 | 27 | 80 mm dia. CIDF Scour/ Sluice Valve (PN 1.0) | 2 | No | |
| 28 | 28 | 50 mm N.R.V Without by pass arrangement -PN -1.6 | 1 | No | |
| 29 | 29 | Item No.9: | |||
| 30 | 30 | Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including all taxes (Central and Local), railway freight, inspection charges unloding from railway wagon, loading into truck, transportation upto departmental stroes/ site, unloading, stacking etc. complete.\nReflux valves as per I.S.5312 Part I (1984) | |||
| 31 | 31 | 50 mm N.R.V Without by pass arrangement -PN -1.6 | 1 | nos | |
| 32 | 32 | Item No.10 | |||
| 33 | 33 | 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. (CSR 2013-14, Item No.15, P.No.30) | 507.6 | cum | |
| 34 | 34 | Item No.11: | |||
| 35 | 35 | 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.\nSubmersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 8 stages | |||
| 36 | 36 | Submersible Pump 150 mm dia (with Bronze / Stainless steel (CF8M) Impeller) up to 8 stages | |||
| 37 | 37 | Pump set – 5.0 H.P., H-92.m,Q= 13500 lit/hr For TANDA | 1 | NOS | |
| 38 | 38 | Item No.12: | |||
| 39 | 39 | Supplying and erecting flat flexible submersible cable with 3 core PVC insulated, PVC sheathed copper conductor. | |||
| 40 | 40 | 3 core, 4 Sqmm | 60 | Rmt | |
| 41 | 41 | Item No.13: | |||
| 42 | 42 | 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. | |||
| 43 | 43 | (As per Rate Analysis) | 1 | nos | |
| 44 | 44 | Item No.14: | |||
| 45 | 54 | Providing ISI mark G.I. pipe of following class and dia. including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete as per IS-1239/2004. | |||
| 46 | 55 | 80 mm dia. Heavy class G.I | 18 | Rmt | |
| 47 | 56 | 100 mm dia. Heavy class G.I | 6 | Rmt | |
| 48 | 57 | Drop Pie 65 mm dia. Heavy class G.I | 12 | Rmt | |
| 49 | 58 | Item No.15: | |||
| 50 | 59 | 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 | 60 | 80 mm dia. Medium class G.I | 18 | Rmt | |
| 52 | 61 | 100 mm dia. Heavy class G.I | 6 | Rmt | |
| 53 | 62 | Drop Pie 65 mm dia. Heavy class G.I | 12 | Rmt | |
| 54 | 63 | Item No.16: | |||
| 55 | 64 | 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. | |||
| 56 | 65 | PCC 1:3:6 (M-100) grade | 3 | cum | |
| 57 | 66 | Item No.17: | |||
| 58 | 67 | Supplying and erecting ‘B’ class G.I. Bend in position with necessary material. | |||
| 59 | 68 | 65 mm dia. G.I. Bend ‘B’ class | 2 | No | |
| 60 | 69 | Item No.18: | |||
| 61 | 70 | Supplying and erecting ‘B’ class G.I. Coupling in position with necessary material. | |||
| 62 | 71 | 65 mm dia. G.I. coupling ‘B’ class | 6 | No | |
| 63 | 72 | Item No.19: | |||
| 64 | 73 | Supplying and erecting ‘B’ class G.I. screwed flange (B.S. 10 table ‘D’)\n in position with necessary nut bolts, washers with rubber packing. | |||
| 65 | 74 | 65 mm dia. G.I. Flange ‘B’ class | 2 | nos | |
| 66 | 75 | Item No.20: | |||
| 67 | 76 | Providing and fixing PVC specials including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading conveyance to 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. etc. complete. | 73080 | job | |
| 68 | 77 | Item No.21: | |||
| 69 | 78 | 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. | |||
| 70 | 79 | 225 mm x 300 mm (40 kg) | 3 | nos | |
| 71 | 80 | Item No.22: | |||
| 72 | 81 | Providing and supplying ISI mark C.I.D.F. pipes of following dia. including all taxes (Central & Local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to store at site of work, unloading, stacking, etc. complete as directed by Engineer-In-Charge. | |||
| 73 | 82 | 80 mm dia. C.I.D.F. pipes | 15 | Rmt | |
| 74 | 83 | Item No.23: | |||
| 75 | 84 | Providing and supplying ISI standard C.I.S/S and flanged specials required for the pipe assembly including all taxes (Central & Local), railway freight, insurance, unloading from railway wagon, loading into truck, transport to store at site of work, unloading, stacking, etc. complete as directed by Engineer-In-Charge etc. complete. | 45 | Kg | |
| 76 | 85 | Item No.24: | |||
| 77 | 86 | Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coat of anti-corrosive paint, etc. complete as directed by Engineer-in-charge. | 15 | Rmt | |
| 78 | 87 | Item No.25: | |||
| 79 | 88 | Providing and applying required coats of a water based Evercrete Deep Penetrating Sealer (DPS) on cement concrete surface like roads, beams, and columns, plastered walls, basements, roofs, potable water tanks etc to react with cement and to penetrate concrete structure thereby making it resistant to chemicals / chlorides water to make it dust proof and to act as a water resistant at the same time which Strengthens the treated surface and reduce the curing period etc complete. - Note -- for item no. 7 to 4 prior approval of Superintending Engineer will be necessary\n | 37.1824 | sqm | |
| 80 | 89 | Item No.26: | |||
| 81 | 90 | Providing internal cement plaster 12mm thick in single coat in cement mortar 1:3 without neeru ?nish to concrete or brick surfaces, in all position including scaffolding and curing etc. complete. | 59.3586 | sqm | |
| 82 | 91 | (PWD CSR 2019-20 Item No.32.06 Bd.L.2 Page No. 368 Section Plastering & Pointing) | |||
| 83 | 92 | Item No.27: | |||
| 84 | 93 | ProvidingandconstructingB.B.masonryvalvechamberwith15cmthick1:3:6proportionPCCbedding,excludingexcavation,B.B.masonryinC.M.1:5ProportionprecastRCCframeandcover,etc.completeasdirectedbyEngineer-in-charge. | |||
| 85 | 94 | As above of 90x60 cm internal size and depth upto 1.2M . | 1 | no | |
| 86 | 95 | Sub Work No. 2:-Desilting, Deepening & Drilling Horizontal Bore in Existing Supply Well | |||
| 87 | 96 | Item No.1: | |||
| 88 | 97 | 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 | |||
| 89 | 98 | Lift 0.00 to 10.5 M | 15.8963 | Cum | |
| 90 | 99 | Item No.2: | |||
| 91 | 100 | Excavation for foundation / pipe trenchesin\nhard rock and concrete road by chiselling,\nwedging, 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\nby all means. | |||
| 92 | 101 | Lift 10.50.to 12.00 M | 23.8444 | Cum | |
| 93 | 102 | Lift 12.00.to 13.50 M | 23.8444 | Cum | |
| 94 | 104 | Item No3: | |||
| 95 | 105 | 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. | 600 | Bhp/hrs | |
| 96 | 106 | Item No.4: | |||
| 97 | 107 | 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. | |||
| 98 | 108 | PCC (M-150) | 0.98 | Cum | |
| 99 | 109 | Item No.5: | |||
| 100 | 110 | Drilling of Horizantal Inwell Borewell in well …etc | 160 | Rmt | |
| 101 | 111 | Item No.6: | |||
| 102 | 112 | Providing and supplying of PVC casing pipe With Installation….etc complete | |||
| 103 | 113 | 110 mm Dia6 kg/cm2 pvc casing pipe | 12 | Rmt | |
| 104 | 114 | Item No.7: | |||
| 105 | 115 | Lifting of Borewell instrument in well with lifting of Drillout material …..Etc .Complete | 4 | No | |
| 106 | 116 | Item No.8: | |||
| 107 | 117 | Shifting oF bencher……etc Complete | 4 | No | |
| 108 | 118 | Item No-9 | |||
| 109 | 119 | 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 | 22 | Rmt | |
| 110 | 120 | Item No.10 | |||
| 111 | 121 | Removing & Re-Errecting of Submersible Solar pump With Drop Pipe During Blasting /Excavation of Supply Well ….. Etc complete | 1 | job |
AI Tender Summary
Tender Timeline
May 28, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJun 03, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJun 04, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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