Drilling Borewell Erecting Submersibiet Constructing Esr And Fixing Ro Plant For Shinewadi / Dokewadi Z . P . School Adhalgaon Tal Shrigonda Dist . Ahmednagar
Tender Value
3.77 Lakhs
Estimated cost
Bid Submission
03 Jun 2020
0 days left
EMD
3778
Bank guarantee accepted
Document Fee
200
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
AHMEDNAGAR → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Drilling Borewell Erecting Submersibiet Constructing Esr And Fixing Ro Plant For Shinewadi / Dokewadi Z . P . School Adhalgaon Tal Shrigonda Dist . Ahmednagar
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 01-Jun-2020 | DATE 3 | Date | 03-Jun-2020 |
BOQ
| Name of Work: Drillinng borewell, Erecting Submersible pumpset & Constructing ESR and fixing RO plant for Shinewadi / Dokewadi Z.P. School @ Adhalgaon Tal. Shrigonda, Dist Ahmednagar | |||||
|---|---|---|---|---|---|
| Sl.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Drilling BoreWell \nItem No.1 - Drilling 150 mm dia borewell by boring machine uto required deth including transportation charges etc.complete. | 60 | Mrs | |
| 2 | 2 | Item No. 2 EProviding 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, transportatation freight charges inspection charges loading unloding conveyance to the same in closed shed duly including stores / site and protected from sun rays and rains including cost of joining material i.e solvemt cement etc complete \n(selffit type to be joined with cement solvent)\nPVC Casing Pie 180 mm dia 6 kg/cm2 | 6 | Mrs | |
| 3 | 3 | Item No. 3 Taking yield test of borewell while drilling including all labour & material charges etc complete | 1 | No | |
| 4 | 4 | Item No. 4 Taking site selection G.S.D.A charges | 1 | No | |
| 5 | 5 | Pumping Machinry\nItem No. 1 Providing, erecting and giving test of submersible pump set confirming to IS 8034 and motor confirming to IS 9283.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 hudraulic thrust. The pump set shall be suitable for direct coupling , with suitable suction strainer. Pump should have suitable discharge outlet as per manufacturer's design. \nPM 1-2-3 Submersible Pump 150 mm dia (with Bronze Impeller) uto 8 stages 3.0 HP | 1 | No | |
| 6 | 6 | Item No. 2 Providing, erecting high density polythene pipe ISI mark 40mm dia, suitable for pressure of 6kg /cm2 connected to jet / submersible pump with required material complete | 54 | RMt | |
| 7 | 7 | Item No. 3 Supplying & erecting automatic control panel for 3 Ph, 415 volt, a.c. Submersible / centrifugal pump set upto 7.5 HP consisting of DOL starter having relay range 9-14 Amp, S.P.P., Combined\nammeter/ voltmeter, phase indicating lamp enclosed in CRCA powder coated Vibration proof enclosure with IP 54 protection.\nControl Panel should offer single phasing, phase reversal, phase inbalence etc. | 1 | No | |
| 8 | 8 | Item No. 4 Supplying & erecting flat flexible 3 core 2.5 sq mm PVC sheathed submersible type copper cable suitably clamped at fixed intervals with coiumn pipe assembly etc.complete | 65 | RMt | |
| 9 | 9 | M. S. E. B Charges | 1 | No | |
| 10 | 10 | Rising Main\nItem No 1. Excavation for foundation/pipe trenches in earth,soil of all types,sand,gravel and soft & hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 meter and lifts as below stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete | 19.44 | Cum | |
| 11 | 11 | Item No 2. Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace 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. \n | 12.96 | Cum | |
| 12 | 12 | Item No 3. Excavation for foundation / trenches in hard murum & boulders including removing the excavated material upto a distace 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. \n | 6.48 | Cum | |
| 13 | 13 | Item No. 4 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, transportatation freight charges inspection charges loading unloding conveyance to the same in closed shed duly including stores / site and protected from sun rays and rains including cost of joining material i.e solvemt cement etc complete \n(selffit type to be joined with cement solvent) \n75 mm dia PVC 6 Kg/cm2 | 72 | RMt | |
| 14 | 14 | Item No. 5 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\n75 mm dia PVC 6 Kg/sqcm. pipe | 72 | RMt | |
| 15 | 15 | Item No. 6 Refilling the excavated trenches with available excavated material with soft material first over pipe line & then hard material in 15 to 20 cm layers with all leads & lift including consolidation etc complete | 38.56 | Cum | |
| 16 | 16 | Item No. 7 Supplying and erecting Non return Valve 65 mm dia in position made of gun metal.\nNon Return Valve 65 mm dia | 1 | No | |
| 17 | 17 | ESR \nItem N0. 1 Designing (aestheically),and constructing R.C.C Elevated service reservoir of following capacity with RCC staging consisting of columns, internal and external bracings,spaced vertically not more than 4.5 m c/c including excavation in all types of strata foundation concrete cement concrete with waterproofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 m all labour and material charges including lowering, laying, errrecting, oisting and jointing of pipe assembly of inlet,outlet,washout,overflow and byepass arrangement as per departmental design providing and fixing accessories such as M.S.ladder, C.I.manhole frame and cover water level indicators, Lightening conductors G.I.pipe railing around walkway and top slab, providing spiral staircase from ground level to roof level,B.B.masonry chambers for all valves,ventilating shafts,providing and applying three coats of cement paint to the structure including roof slab and giving satisfactory watertightness test as per I.S.code.The job to include painting the name of the scheme and other details on the reservoir as per direction of engineer in charge. (1) The design of the structure be in accordance with relevant I.S.3370-1965 or revised.(2) The design shall satisfy the stipulations as per I.S.1893-1984 AND I.S.13920/1993 for sesmic force and I.S.11682/1985 for RCC staging of overhead tanks\nA) E. S. R. 60000 lit capacity RCC ESR | 5000 | Ltr | |
| 18 | 18 | Item No. 2 Providing ISI mark G.I. pipe of following class and dia. Including all such as GST levied by GOI & GOM in all respect inspection charges, transportation to stores, etc. complete \n80 mm dia G.I. med. | 24 | Rmt | |
| 19 | 19 | Item No. 3 Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make) from inside and outside including all taxes such as GST levied by Gol and GoM in all respect etc. complete. \ndouble flange specials of all dia | 30 | kg | |
| 20 | 20 | Item No. 4 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 such as GST levied by Gol and GoM in all respect etc. complete. \n80 mm dia Sluice Valve PN-1 | 1 | No | |
| 21 | 21 | Distribution System\nItem No 1. Excavation for foundation/pipe trenches in earth,soil of all types,sand,gravel and soft & hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 meter and lifts as below stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding back filling etc. complete | 32.4 | Cum | |
| 22 | 22 | Item No 2. Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace 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. \n | 21.6 | Cum | |
| 23 | 23 | Item No 3. Excavation for foundation / trenches in hard murum & boulders including removing the excavated material upto a distace 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. \n | 10.8 | Cum | |
| 24 | 24 | Item No. 4 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, transportatation freight charges inspection charges loading unloding conveyance to the same in closed shed duly including stores / site and protected from sun rays and rains including cost of joining material i.e solvemt cement etc complete \n(selffit type to be joined with cement solvent) \n75 mm dia PVC 4 Kg/cm2 | 120 | RMt | |
| 25 | 25 | Item No. 5 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\n75 mm dia PVC 4 Kg/sqcm. pipe | 120 | RMt | |
| 26 | 26 | Item No. 6 Refilling the excavated trenches with available excavated material with soft material first over pipe line & then hard material in 15 to 20 cm layers with all leads & lift including consolidation etc complete | 64.27 | Cum | |
| 27 | 27 | Item No. 7 Providing and constructing two taps standpost as per type design wih excavation 15 cm thick PCC 1:3:6 bedding 20 mm thick PCC 1:2:4 concrete for platform of 1.75 M dia. with side curb and bucket rest, 80 mm dia, heavy duty GI pipe central post duly filled therein with C. C. 1:2:4, 5 M long, 20 mm dia. medium G.I. pipe from point of tapping to standpost additional 20 mm dia G.I. pipe fixed vertically upto 15 mm dia self closing water taps, one brass ferrule etc. complete together with all labour and material charges as per drawing and as directed by Engineer-in-charge when good foundation is available. Rate includes draining arrangemment by excavating open gutters. | 1 | No | |
| 28 | 28 | R. O. Plant\nItem No. 1 Providing ISI mark G.I. pipe of following class and dia. Including all such as GST levied by GOI & GOM in all respect inspection charges, transportation to stores, etc. complete \n80 mm dia G.I. med. | 30 | Rmt | |
| 29 | 29 | Item No. 2 Lowering, laying and jointing with G.I 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\n80 mm dia G.I. med. | 30 | RMt | |
| 30 | 30 | Item No. 3 Providing, errecting, commssioning and running for 10 years community Drinking Water Purification Reverse Osmosis Plant of capacity 100 Lit / hr. as per IS 10500-91 including supply, delivery installation of following accessories as per specification (As per annexture I & Ii attached) etc complete as driected by Engineer in Charge (Rates including all texes) \nPlant Capacity 100 Ltrs / hr. based on resverse osmosis (RO) system \n\nRow Water Quality : TDS 2500 PPM (max)\n\nRO Water Quality : TDS < 100 ppm, PH : 7.5 (+/-0.2) | 1 | set |
AI Tender Summary
Tender Timeline
Jun 01, 2020
11:30 IST
Tender Published
Tender notice published.
Completed
Jun 03, 2020
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
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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