Under Jal Jeevan Mission Programme Jad Water Supply Scheme Tal. Baglan Dist.Nashik
Tender Value
64.06 Lakhs
Estimated cost
Bid Submission
13 Jan 2022
0 days left
EMD
65000
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
baglan → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Under Jal Jeevan Mission Programme Jad Water Supply Scheme Tal. Baglan Dist.Nashik
BOQ
| Sl. No. | Item Description |
| 1 | Sub Work No.1 : Existing Production Well DeepaningItem No.1 : Excavation in general in hard material comprising 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 baricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in-charge, excluding refilling.For Head Works on river or dam submergence for initial lift of 0 to 1.5 M Hard Strata Lift 15.00 to 16.50 M |
| 2 | Lift 16.50 to 18.00 M |
| 3 | Item No.2 : Dewatering 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. |
| 4 | Item No.3 : Providing stuctural steel work in single stanchions composed of RSJ, channel, etc, with caps, bases, mild steel plates, angles, brackets, cleats, gusset plates, anchor bolts, etc. as per detailed design and drawing or as directed by Engineer-in-charge including cutting, fabrication, hoisting, erecting, fixing in position, making riveted/ bolted / welded connections and one coats of anticorrosive paint and over it two coats of oil painting, etc. complete. |
| 5 | Item No.4 : Providing and fixing M.S. chaquerred plate flooring of following thickness supported on M.S.angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plate to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge. 6 MM thick @ the well |
| 6 | Item No.3 : Providing and Drilling Inwell Boring including transporting the required eulpment to the site all material and labour, fuel etc complete a) Horizantal Bore 112 mm Dia. |
| 7 | Item No.4 : Carrying out recuperation / yeild test for ascerting the discharge of constructed well / excavated profile as direrted by Engineer in charge.The test carried out by drawing down water from the well/ profile below normal / subsoil water level upto 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 at pump as per design of W.S. scheme shall be recorded prior. to the test including cost of all materials.overhead,labours etc. completed as directed. The test shall be carried out as per technical circular No.2597 dt. 20/11/97 and shall be carried out for 7 days. Lph more than 25,000 |
| 8 | Sub Work No.2 : Pumping Machinery (5.00 BHP)Item No.1 : Providing, erecting andgiving test of submersiblepump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for variousdelivery head anddischarge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3Ph, 50 HzA. 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 streamlined nonreturn 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.Submersible Pump 150 mm dia ( with Bronze / Stainless steel ( CF8M ) Impeller) up to 8 stages 5.00 BHP Pumpset |
| 9 | Item No.2 : Supplying & erecting automatic control panel for 3 Ph, 415 volt, A.c.Submersible/ centrifugal pump set upto 10 HP consisting of Star Delta starter having relay range 6-10 Amp, S.P.P., Combined ammeter/ voltmeter,hase indicating lamp enclosed in CRCA powder coated Vibration proof encloser with IP 54 protection. Control Panel should offer single phasing, phase reversal, phase inbalence etc ( Similar to LT model no.MU G15/ CAT NO. CS94091SOVO) |
| 10 | Item No.3 : Supplying, erecting & terminating PVC armoured cable 3 core 6 sq. mm copper conductor continuous 5.48 sq.mm (12 SWG) G.I. earth wire complete erected with glands & lugs, on wall / trusses / pole or laid in provided trench / pipe as per specification on. CB-LT/CU 3.0 core 6 sq.mm Cable as Main Incoming |
| 11 | Item No.4 : Supplying and erecting, flat flexible submersible cable with, copper conductor, PVC insulated and PVC Seathed. 3 x 185 sq.mm Submersible Cable |
| 12 | Item No.5 : Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 /14151 / 12786 /13488 (Latest version) 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. 63 mm HDPE Pipe 12.5 kg |
| 13 | Item No.6 : Providing and supplying C.I./D.I./M.S. specials suitable for G.I. pipes inlcuding cost of all taxes, tranportation to site of works, loading, unloading, stacking etc complete. |
| 14 | Item No.7 : Providing 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. 65 MM dia. Sluice Valves PN - 1.0 |
| 15 | Item No.8 : Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia includingrailway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GSTlevied by GOI & GOM in all respect etc. complete. 65 mm dia. Non Return Valve PN - 1.0 |
| 16 | Item No.9 : Lowering, laying and jointing in position following C.I.D/F Reflex valves, utterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and excluding hydraulic testing etc. complete. (Rate for all class of valves.) 65 mm dia. Sluice Valves PN- 1.0 |
| 17 | 65 mm dia. Non Return Valve PN - 1.0 |
| 18 | Item No. 10 : Providing earthing with Galvanized cast iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per specification on EA-EP |
| 19 | Sub Work No.3 : RISING MAINItem No. 1 : 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 statutary duties and taxes such as GST levied by Gol and GoM in all respect, 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). Note ; 2) One coupler & required cement solvent shall be provided with each full length pipe, cost of which is included in rates below. 110 mm dia 6 kg/cm2 PVC Pipe |
| 20 | Item No.2 : Providing ISI mark GI. pipe of following class and dia.including all statutory duties & taxes such as GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note ; 1) One couplershall be provided with each full length pipe, cost of which is included in rates below.100 MM dia. G.I. pipe Medium class |
| 21 | Item No.3 : Providing and supplying C.I./D.I./M.S. specials suitable for D.I.pipes including cost of all taxes, tranportations to site of works, loading, unloading, stacking etc complete |
| 22 | Item No.4 : Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s tandard specifications of approvedmake 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. 50 mm dia. Air Valve double Ball Flanged PN - 5 a 6 |
| 23 | Item No.5 : Providing 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.100 mm dia. Sluice Valves PN - 1.0 |
| 24 | Item No.6 : Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia includingrailway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GSTlevied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984) 80 mm dia. Non Return Valve PN - 1.0 |
| 25 | Item No.7 : 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. a) Earth, soils of all types, sand, gravel and soft murum. |
| 26 | Item No.8 : Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. b) Hard murum and boulders, W.B.M. road. |
| 27 | Item No.9 : 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 area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.c) Soft rock and old cement and lime masonry foundition as phalt road |
| 28 | Item No.10 : Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. Hard Rock |
| 29 | Item No.11 : Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. |
| 30 | Item No.12 : 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). PVC Pipe 110 mm dia. 6 kg/cm2 PVC Pipe |
| 31 | Item No.13 : Lowering, 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.100 mm dia G.I. Medium \"B\" Class Pipes |
| 32 | Item No.14 : Lowering laying and jointing in position following Ci/D/F Reflux valves. Butterfly valves and sluice valves including cost of all labour joining material,inclduing nut bolts and giving satifactory hydraulic testing etc complete. (Rate for all class of Sluice Valves.) 100 mm dia. Sluice Valve PN - 1.0 |
| 33 | 80 mm dia. Non Return Valve PN - 1.0 |
| 34 | Item No.15 : Lowering, 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). 50 mm dia. |
| 35 | Item No.16 : 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 23 mm thick, with cast iron frame and cover etc.complete as directed by Engineer-in-charge. Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M As above of 90 x 45 cm internal size and depth upto |
| 36 | Item No.17 : Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete.PCC 1:2:4 (M-150) for pipe encasing |
| 37 | Item No.18 : 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 fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by Engineer-in-charge for following diameters of pipe lines (type design attached.) upto 150 mm dia |
| 38 | Item No.19 : Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 to 20 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 39 | Sub Work No.4 : RCC ESR CAP.50,000 Ltrs.(St.H.12 M.BC-20.00 M)Item No.1 : Item No.2 : Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for E.S.R. having capacity 500 m3 & not more than 6 m c/cfor E.S.R.having capacity above 500 m3 including excavation in all types of strata, foundation concret, cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material chargesincluding lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design. providing and fixing accessories such as Stainless steel ladder inside and M.S. ladder with G.I. railingoutside, C. I. manhole frame and covers water level indicatiors, lightening conductor, G. I. pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mtrs height with locking arrangement, B.B. masonry chambers for all valves, ventilating shafts, providing and applying three coats of acrylic emulsion with silicon additives paint to the structure including roof slab and epoxy paint to internal surface & anti-termite treatment for underground parts of the structures and giving satisfactory water tightness test as per I.S. code, The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge. Other detail as per respective DSR ESR of capacity 50,000 Lits. (St.H.12 M. BC-20.00 M) |
| 40 | Item No.2 : Providing and supplying ISI standard CI double flanged pipes including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loadinginto truck transport to stores / site, unloading etc. complete as directed by Engneer-in-charge 100 mm dia C.I. |
| 41 | Item No.3 : Providing 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. 100 mm dia. Sluice Valves PN - 1.0 |
| 42 | 100 mm dia. Sluice Valve PN-1.0 |
| 43 | Item No.4 : Providing and supplying ISI standard CI flanged / S& S specials including all statutory duties & taxes such as GST levied by GOI & GOM in all respect, railway freight, insurance, unloading from railway wagon, loadinginto truck transport to departmental store /site, unloading stacking etc. complete. a) Up to 150 mm dia. |
| 44 | Sub Work No.5 : Distribution SystemItem No. 1 : 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 statutary duties and taxes such as GST levied by Gol and GoM in all respect, 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).Note ; 2) One coupler & required cement solvent shall be provided with each full length pipe, cost of which is included in rates below.140 mm dia 4 kg/cm2 PVC Pipe |
| 45 | 110 mm dia 4 kg/cm2 PVC Pipe |
| 46 | 90 mm dia 4 kg/cm2 PVC Pipe |
| 47 | 75 mm dia 4 kg/cm2 PVC Pipe |
| 48 | Item No.2 : Providing ISI mark GI. pipe of following class and dia.including all statutory duties & taxes such as GST levied by GOI & GOM in all respect,inspection charges, transportation to stores, etc. complete as per IS-1239/2004. Note ; 1) One couplershall be provided with each full length pipe, cost of which is included in rates below.80 MM dia. G.I. pipe Medium class |
| 49 | Item No.3 : Providing and supplying C.I./D.I./M.S. specials suitable for D.I.pipes including cost of all taxes, tranportations to site of works, loading, unloading, stacking etc complete |
| 50 | Item No.4 : Providing 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. 100 mm dia. Sluice Valves PN - 1.0 |
| 51 | 80 mm dia. Sluice Valve PN-1.0 |
| 52 | Item No.5 : 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, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. a) Earth, soils of all types, sand, gravel and soft murum. |
| 53 | Item No.6 : Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. b) Hard murum and boulders, W.B.M. road. |
| 54 | Item No.7 : 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 area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.c) Soft rock and old cement and lime masonry foundition as phalt road |
| 55 | Item No.8 : 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. d) 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. |
| 56 | Item No.9 : Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete. |
| 57 | Item No.10 : 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). PVC Pipe 140 mm dia. 4 kg/cm2 PVC Pipe |
| 58 | 110 mm dia 4 kg/cm2 PVC Pipe |
| 59 | 90 mm dia 4 kg/cm2 PVC Pipe |
| 60 | 75 mm dia 4 kg/cm2 PVC Pipe |
| 61 | Item No.11 : Lowering, 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..80 mm dia G.I. Medium \"B\" Class Pipes |
| 62 | Item No.12 : Lowering laying and jointing in position following Ci/D/F Reflux valves. Butterfly valves and sluice valves including cost of all labour joining material,inclduing nut bolts and giving satifactory hydraulic testing etc complete. (Rate for all class of Sluice Valves.) 100 mm dia. Sluice Valve PN - 1.0 |
| 63 | 80 mm dia. Sluice Valve PN-1.0 |
| 64 | Item No.13 : 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 23 mm thick, with cast iron frame and cover etc.complete as directed by Engineer-in-charge. Note : Wall thickness : 0.23 M for depth of 1.2 M and 0.35 M for balance depth exceeding 1.2 M As above of 90 x 45 cm internal size and depth upto |
| 65 | Item No.14 : Providing and laying in situ Cement concrete of trap/granite/quartzite/ gneiss metal for PCC work below foundation and footing including normal dewatering,plywood form work, compaction, finishing and curing, etc, complete.PCC 1:2:4 (M-150) for pipe encasing |
| 66 | Item No.15 : Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 to 20 cm layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 67 | Sub Work No.6 : Trial Run.Commisioning running and maintaining the scheme to quantites, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements 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 Body after completion of the above period as directed by Engineer-in-charge.(3 Months) |
| 68 | Item No.2 : Provision for chemicals required for running the scheme for 3 months. Including cost of transportation, octroi charges, loading, unloading etc complete. |
| 69 | Item No.3 : Provision for Electricity charges for running the Scheme for 3 months. |
| 70 | Provision for MSEB Charges |
AI Tender Summary
Tender Timeline
Jan 06, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJan 13, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 15, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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