Tender For Tender For Karajagi Water Supply Scheme Tal. Akkalkot Dist. Solapur,Under Jal Jeevan Mission
Tender Value
2.52 Crore
Estimated cost
Bid Submission
10 Jan 2023
0 days left
EMD
1.26 Lakhs
Bank guarantee accepted
Document Fee
11800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
akkalkot → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
tender for Karajagi Water Supply Scheme Tal. Akkalkot Dist. Solapur, Under Jal Jeevan Mission
BOQ
| Sl. No. | Item Description |
| 1 | SUB-ESTIMATE NO.1-INTAKE WELL 3 M DIA. AT BHIMA RIVERItem No.1:- Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders 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 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, etc. complete excluding refilling.a) For Head Works on river or dam submergence Lift 0.0 to 1.5 M |
| 2 | Item No.2:- 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 d Works i.e. Intake Well, Connecting Pipe, Jack Well, Pump House, supply WellExcavation in hard material Lift 0.0 to 1.5 M |
| 3 | Item No.3:- 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. P.C.C. M-150 |
| 4 | Item No.4:- 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, completea) M 300. a) Bottam Slab |
| 5 | b) Roof slab |
| 6 | c)Vertical wall Below G.L. |
| 7 | d)Vertical wall Above G.L. |
| 8 | Item No.5:- Providing and fixing in position steel bar reinforcement of various diameters for RCC piles, caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, b) Torsteel |
| 9 | Item No.6:-Providing, hoisting and fixing in position C.I. Manhole, frame and cover of best quality and required size and shape with locking arrangemi) 90 x 60 cm size and weight 35 kg.Manholeents including applying 2 coats of anti-corrosive paint, ets. Complete. |
| 10 | Item No.7:- 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 |
| 11 | Item No.8:- Providing and fixing in position C.I. Dapuri steps or 22 mm dia MS bar step with proper ancharage, etc. and providing and applying three coats of anticorrosive paint etc. complete as directed by Engineer in-charge. |
| 12 | Item No.9:- Providing hoisting and fixing in position inverted J type 100mm dia CI cowl type ventilator with mosqueto proof alluminium mesh at top including applying two coats of anticorrosive paint etc. complete as directed by Engineer in-charge. |
| 13 | Item No.10:- Dewatering including diversion of streems, etc. as may be necessary for foundation and other parts of work during excavation and till its completion in all respects, etc. complete. Note :-1)The Contractor at his request may be allowed to start construction of masonry steining so as not to allow silting of well in oncomingmonsoon and while paying masonry, 25% amount shall be withheld and released only when excavation to the full depth is completed2)Dewatering : Total dewatering charges are to be proposed in the tender as lumpsum amount and 75% is payable for excavation and 25% is payable for construction of well/ gallery. Out of 75% excavation, break-up shall be as under:25% for last 1 M depth.20% for 2 M depth which just above last 1 M depth.15% for 2 M depth which just above last 3 M depth.15% for the rest of depth from water table level.Intakewell 3.00 m dia. - Dewatering. |
| 14 | Item No.11:- Providing and fixing in position C.I. or MS. Rose pieces in intake wells including cost of all materials and labour, painting with 3 coats of anti-corrosive oil paint, etc. complete as directed by Engineerin-charge.200 mm dia MS Rose pieces |
| 15 | Item No.12:- 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 lifts including consolidation, surcharging etc. complete. |
| 16 | SUB ESTIMATENO. 02 :-CONNECTING PIPE 250 mm DIA DI PIPEItem No.1:- Excavation in general in soft material comprising of soft soil, soft murum, sand, hard murum with boulders 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 1.5M and lead of 150 M including barricading, guarding, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-incharge, etc. complete excluding refilling.For Head Works on river or dam submergence.a) Lift 00 to 1.50 M |
| 17 | Item No.2:- \"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 barricading, guarding, disposing off surplus excavatedstuff within a radius of 0.5Km. as directed by Engineer- in- Charge, etc.complete excluding refilling.a)\"Lift1.50-3.00 M. |
| 18 | b) \"Lift3.00-4.50 M. |
| 19 | Item No.3:-\"Dewatering chargesfor estimation purpose for head works in river basin of dam.etc.complete.- Connecting Main |
| 20 | Item No.4:- Providing and constructing coffer dam in river basin/ dam storages as per type design includingexcavation, filling the middle portion with B.C. soil ( In gunny bags if required) .Providing impervious / semipervious materials on both sides of B.SC. soil ( in gunny bags if required) including tramming, compacting to the satisfaction of Engineer-in-charge till the completion of work includingdismantiling coffer dam after completion of works and disposing off the material as directed by the Engineer- in-charge. |
| 21 | Item No.5:- Providing D.I. pipes (push on joints pressure pipes of D. I. of following class and diameters confirming to the I. S. specification inclusive cost of jointing materials (Rubber gasket of EPDM Quality ) excluding GST levied by GOI & GOM in all respect including Third party inspection charges of TPI Agency approved by MJP including Transit insurance, Railway Freight,Unloading from railway wagon, Loading into Truck, Transportation to departmental store,unloading, stacking etc. completed as directed by Engineer in charges (IS 1536/2001 for pipes and IS 158/1969 and IS 12820/1989 or latest edition/revision with amendments for Rubber Gaskets.250 mm Dia. DI K9Note:- Payment proposed(1) Against supply of pipes - 80% (2) Against lowering and Laying - 10% (2) After Satisfactory Hydraulic testing - 10% |
| 22 | Item No.6:-Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm to 20 cm layers including watering and compactioncomplete.\"Murrum available @ site |
| 23 | Item No.7:- Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointing materials and rubber rings labour etc. complete. ( Without Rubber Ring ).250 mm Dia. DI K9 Pipe Note:- Payment proposed(1) Against lowering and Laying - 90% (2) After Satisfactory Hydraulic testing - 10% |
| 24 | Item No.8:- Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leadsand lifts including consolidation , surcharging, etc. complete.Note :- 10% cost of items included in pipeline sub work excluding supply items (All types of Pipes, Valves & specials) shall be retained till Satisfactory hydraulic testing is given as per Tender Specifications. |
| 25 | SUB-ESTIMATE NO :03 Strengthening ofHead Works Jackwell & Pumphouse Item No.1:-Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. BY Manual Means. |
| 26 | Item No.2:-Providing and fixing of window glassetc.complete Glass obscured (Bajara) 5mm |
| 27 | Item No.3:-Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to old plastered surfaces including scaffolding if necessary, cleaning and preparing thesurface, watering for two days etc. complete. |
| 28 | Item No.4:-Providing and applying white-wash in two coats on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete. |
| 29 | Item No.5:-Providing and fixing rolling shutter fabricated from steel lathsofminimumthickness 0.9mmwithlockplateof3.15mmthicknessreinforcedwith35x3x5mmanglesectionfittedwithslidingboltsandhandlesforbothsides,deepM.S.channelsectionofdepthandthicknessnotlessthan65mmand3.15mmrespectivelywithholdfastarrangements,M.S.Bracketplate300x300x3.15mmminimumsizeandshapewithsquarebar,suspensionshaftofminimum32mmdiameter,hoodcoverofM.S.sheetnotlessthan0.9mmthicknessandofanysizeattopandsafetydevicesincludingmechanicalgearoperationarrangementconsistingofwormgearweelsandwormsofhighgradecastironormildsteelandonecoatofredleadprimeretc.complete.(I.S.62481979)(Withoutmechanical gear) |
| 30 | Item No.6:-Providing and applying washable oil-bound distemper of approved colour and shade to old and new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) etc. complete. |
| 31 | Item No.7:-Providing and applying two coats of synthetic enamel paint of approved colour to new /old structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. |
| 32 | Item No.8:- Providing and fixing in position copper lightening conductor including copper rod of 20 mm dia upper terminal 1.5 M long with a knob at the end with a conical spike at top, aluminium tape conductor 20 x 3 mm size, copper earth plate of 3 mm thick and 0.81 sqm. in area, clamps at 1 M centre to centre including, necessary excavation, laying and fixing the conductor, providing and fixing 40 mm G.I. pipe upto 3 M height from ground and 0.5 M below ground including making all connections, filling earthing pit with charcoal, salt, etc. & refilling & watering, etc. complete as per specifications laid down in relevant I.S.codes For Headworks site(a) For tape of 10 M length |
| 33 | (b) Extra metre length over and above initial length of 10 M. |
| 34 | Item No.9:-Desilting 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. Intake Wella.Lift 00-9.00 M |
| 35 | Jack Well a.Lift10.50 -12,00 M |
| 36 | b. Lift 12.00 -13.50 M |
| 37 | c.Lift13.50 -15.00 M |
| 38 | d.Lift 15.00 -16.50 M |
| 39 | Item No.10:-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. (Bd-A-9/261) |
| 40 | Item No.11:-Providing and fixing G.I. pipe railing having 1.0 M height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.5 M c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal andpainting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour,transporting bends to curved shape, etc.complete |
| 41 | SUB WORKNO : 04RAW WATER PUMPING MACHINERY Item No. 1:- Item No 1-Submersible Pump set -Providing erecting testing and commissioning of submersiblepumpset (with Bronze / Stainless steel (CF8M)Impeller) , mechanical seal, capable of discharging requireddischarge at suitable head from all causes with Third party inspection as per detailed specification attached.9.22 lps , h -79 mHP- 20.00 HP Dia- 150 mm Dia |
| 42 | Item.No.2 :-L.T.Panel board Providing,erecting,commissioning and testing of box type L.T. panel board as per detailed specification attached. |
| 43 | Item.No. 3- Armoured cableProviding,laying,jointing commissioningand testing of armouredPVC aluminiunconductor 1 x 3.5x 25 sq.mmcable from MI tank sump to L.T.panel board asper detailed specification attached. |
| 44 | Item.No. 4 :- Submersible cableSubmersible Cable-Supplying and erecting, Flat flexiblesubmersible cable with, Copper Conductor,PVC insulated, and PVC sheathed.1 x 3 x 6 sqm fromstarter to Motor as per detailed specification attached. |
| 45 | Item.No.5 :-Pressure gaugeProviding, fixing pressure gauge 100mm dia with \" U \" tube And cock as per detailed specification attached. |
| 46 | Item no.6 - Dismentaling Joint- Prov. erect. and commissining of dismmentelling joint as per requirement as per detailed specification attached. 100 mm dia- |
| 47 | Item.No. 7 :- Glandless CIDF Sluice Valves Providing,erecting,testing and commissioningand testing of C.I. Glandless Sluice valve suitable for working pressure of 10 g/cm2 with standard non rising spindle, handwheel, cap etc and manufactured as per IS 2906/14846 and as per detailed specifications. attached. 100 mm PN-1 |
| 48 | Item.No. 8 :- Reflux valve Providing,laying,jointing commissioningand testing with bypassPN-1 rating C.I.D.F.Reflux valve as per detailed specification attached. 100 mm PN-1 |
| 49 | Item.No.9 :- Kinetic Air valve 40 mm Dia Providing, ereting, commissioning andtestingof40mm dia.PN-1 rating C.I.Flanged Kinetic Air valve with isolatong valve and jointing material etc.as per detailed specification attached. |
| 50 | Item No. 10 :- GI Pipe - Providing,laying,jointing commissioningand testing ofB Class, medium duty G.I. pipe as per detailed specification attached.100 mm Dia- (12.40 kg/ meter) as per detailed specification attached. |
| 51 | Item.No.11 :-M.S. SpecialsProviding, fixing,M.S.double flanged specials such as bends,radial tee etc with all jointing materials etcas per detailed specification attached. |
| 52 | Item.No. 12 :-Structural steel- Providing structural steel work for making crane arrengement at pumpsetfrom pump house as per detailed specification attached. |
| 53 | Item.No. 13 A:- Chain pulley block-Providing erecting commissioning and testing of tripple spur gear type chain pulley block suitable for capacity as mensioned belowwith 6 m lift with load chain and hand chain suitable for above lift ,tested to 50 % overload as per IS 3832 carriying ISI mark. as per detailed specification attached.2 Tonne Capacity |
| 54 | Item.No. 13 B:- Travelling Trolly -Providing erecting commissioning and testing of trvvelling Trolly for capacity as mensioned belowwith 6 m lift ,tested to 50 % overload as per detailed specification attached.. 2 Tonne Capacity |
| 55 | Item.No. 14 :- EMF meter :- Supply, install and commission Electromagnetic Flow Meter (EMF) As Per ISO 4064, for Raw/Pure water with accuracy +/-0.5% of measured value & protection as per given specifications for size 100 mm-1000mm including sensor, transmitter surge arrestor, cable GI duct if suitable size for 25 mtrs built in GSM ( with Simcard and its charges,valid for 36 months) including the pipe cutting, leveling and installation of flow meter in the pipelines with necessary tool tackles, cranes including 36 months guarantee etc complete, as may be required at site & based on technical specifications as per detailed specification attached. 100 mm Dia on Header Main |
| 56 | Item.No.15 :-Electrification Providing Electrification to pump/switch house etc.complete as per detailed specification attached. |
| 57 | Item.No.16 A :-Earthing Providing earthing with galvanized iron earth plate size 60 x 60 x 0.6 cm complete with all materials, testing & recording the results as per detailed specification attached. |
| 58 | Item.No.16 B :- G I stripSupplying and erecting GI strip of required size used for earthing on wall and/or any other purpose with necessary GI clamps fixed on wall painted with bituminous paint in an approved manner with joints required. As per specification no EA-EP and as per detailed specification attached. |
| 59 | Item.No.17 :-ToolsProviding Tools as per list attached in specificationoryetc complete as per detailed list attached. |
| 60 | Item.No.18 :-Test and trial Giving satisfactory test and trial of pumping machinery and allied equipments etc complete as per detailed specification attached. |
| 61 | Sub Work No. 5 :- RAW WATER RISING MAIN (200 MM D.I.K-9 PIPE) Item No.1:-Providing double flange sluice valve confirming for IS14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levie80 mm Dia for washout PN-1Note:- Payment proposed(1) Against supply- 80% (2) Against lowering and Laying - 10% (2) After Satisfactory Hydraulic testing - 10% |
| 62 | Item No.2:-Providing and supplying Kinetic Double Orifice type Air Valves as per MJP’s standard specifications 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, unloading, transportation upto departmental stores / site, etc. complete.Kinetic Air valve 50 mm dia PN 1.6Note:- Payment proposed(1) Against supply- 80% (2) Against lowering and Laying - 10% (2) After Satisfactory Hydraulic testing - 10% |
| 63 | Item No.3:-Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints,including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, inspection charges, transport to departmental stores/site, unloading and stacking etc. complete as per IS-458/1988 Note : One collar should be supplied with each full lengthplain ended RCC pipe, cost including in ratesbelow. One rubber ring should be supplied with eachfull length of socketed pipe, cost included in rates below.RCC pipe 300 mm dia. NP-II Note:- Payment proposed(1) Against supply- 80% (2) Against lowering and Laying - 10% (2) After Satisfactory Hydraulic testing - 10% |
| 64 | Item No.4:-Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum,hard murum,soft rock and old cement and lime masonry foundation asphalt road, hard rock by controlled blasting, including trimming and levelling,the bed by chiselling,hard rockby chiselling, wedging, line drilling by mechanical means or by all meansincluding removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 65 | Item No.5:-Filling in plinth and floors murum bedding in trenches with approved murumb from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
| 66 | Item No.6:-Lowering laying and jointing with SBR ruber gaskets C.I. S/S pipes of various classes with CI / MS specials of following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material from stores to site of work, including cost of jointingaterials and rubber rings labour etc. complete.150 DIA. DI K-9Note:- Payment proposed(1) Against lowering and Laying - 90% (2) After Satisfactory Hydraulic testing - 10% |
| 67 | Item No.7:-Hydraulic testing of C.I./D.I. 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, operationcharges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor.150 DIA. DI K-9 |
| 68 | Item No.8:-Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour,etc. complete as directed by Engineer-in-charge (For all class of pipes.) as per IS-783-1985.300 mm Dia. RCC NP IIPipe With Collar JointNote:- Payment proposed(1) Against lowering and Laying - 90% (2) After Satisfactory Hydraulic testing - 10% |
| 69 | Item No.9:-Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. 80 mm dia. Note:- Payment proposed(1) Against lowering and Laying - 90% (2) After Satisfactory Hydraulic testing - 10% |
| 70 | Item No.10:-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).Kinetic Double Ball Air valve (PN-1.60)50 mm diaNote:- Payment proposed(1) Against lowering and Laying - 90% (2) After Satisfactory Hydraulic testing - 10% |
| 71 | Item No.11:-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 M150 as shown in type design together with providing and making flanged joints wherever required and fixing of 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.) Foundation on Murum and Harder Strata. UPTO 150 MM |
| 72 | Item No.12:- Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC 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.Size (0.90 x 0.60 x 1.20) |
| 73 | Item No.13:-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 lifts including consolidation, surcharging etc. complete.Note :- 10% cost of items included in pipeline sub work excluding supply items (All types of Pipes, Valves & specials) shall be retained till Satisfactory hydraulic testing is given as per Tender Specifications. |
| 74 | Sub Work No.7 :- -Construction of 0.80 MLD Package TYPE W.T.P.Item No.1:-Designing (aesthetically), providing,fabricating Package Water Treatment Plant at the shop, transporting to site, installing, testing and commissioning at the site, giving necessary one month\"s free test and trail run with guarantee for one year, etc. complete. |
| 75 | SUB WORKNO :PURE WATER PUMPING MACHINERYItem no.1 Submersible monoblock Pump set- (with Bronze /Stainless steel(CF8M) Impeller) Horizontal / Vertical - upto 3 stages-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 as per detailed specification attached. i) For Feeding Gaothan ESRQ- 4.17 Lps H- 22 M HP- 3.0 |
| 76 | ii) For FeedingESR1.25Lakh lit , Q- 4.54 Lps, H- 23.00 M , HP- 3.0 |
| 77 | Item no.2 Cubical Panel Board-\"Providing erecting commissionong of cubical type panel board as per specification . |
| 78 | Item no 3 -Armoured Cable-.-Supplying and erectig PVC armourd cable 1100KV grade with ISI markalluminium conductorPVC armoured cable as per detailed specification attached. 1x3.5 x 25 sqmm MSEDCL to LT Panel |
| 79 | Item No- 4 A-Submersible Cable-1x3 x 2.5 sqmm. -Providing,laying,jointing commissioningand testing of PVC submersible copperconductor cable from starter to motor asper detailed specification attached. For 5 HP pump set as per detailed specification attached. |
| 80 | Item no.5 - Pressure Gauge-100 mm dia .-Providing fixing pressure guage of reuired range complete with syphone tube isolatingcock suitable for 12 mm dia GI pipe pressure guage shall be installed as directed with taping on rising maint etc complete.100mm dia.0-10kg.as per detailed specification attached. For ESR I |
| 81 | Item No 6- Dismentaling Joint- 100 mm dia PN 1 Rating -Prov. erect. and commissining dismmentelling joint as per detailed specification attached. |
| 82 | Item No-7-Sluice Valve - Designing providing erecting jointing and commissioning CIDF sluice Valve without Bypass arragnment and jointing material etc as per detailed specification attached 80 mm dia PN 1 Rating for 3 HP Pumpset |
| 83 | Item No-8-Reflux Valve -Designing providing erecting jointing and commissioning CIDF Reflux Valveand jointing material etc as per detailed specification attached.80 mm dia PN 1 Rating with by pass arrangementfor 3 HP |
| 84 | Item.No.9 :- Single ball Air valve 25 mm Dia Providing, ereting, commissioning andtestingof25mm dia.PN-1 rating C.I.Flanged single ball air valve and jointing material etc.as per detailed specification attached. |
| 85 | Item No-10 -GI Pipe- Providing laying jointing GI B class medium dutypipe with heavy duty MS welded flanges, rubber packing, nutbolts etc complete as per detailed specification attached.A) 80 mm dia (12.4 kg / m )for ESR I |
| 86 | Item No 11.CI/MS Specials-Providing erecting CI /MS special \"of different dia and thickness as directed by engineer in charge as per detailed specification attached. |
| 87 | Item No 12: - Ultrasonic Bulk Meter -Providing,installing testing and commissioning of in line battery operated ultrasonic bulk type water meters ISO 4064 with built in data logger and GSM/GPRS modem for transfer of data communication to remote central computer as per detailed specification attached.100 mm dia for ESR I |
| 88 | Item no.13 : Electrification-Providing internal and external electrification to the pump house etc completeas per detailed specification attached. |
| 89 | Item No.14 A- Earthing-Earthing to panel board switches motor with plate type earthing with necessary materialand earthing plate of adiquate size and GI earth wire 8SWG as per IE rule as per detailed specification attached. |
| 90 | Item No-14 B - GI Strip -Supplying and erecting GI strip of required sizeused for earthing with joints requiredas per detailed specification attached. |
| 91 | Item no .15 Tools -Providing Tools as per detailed list attached. |
| 92 | Item no.16- Test and Trial-Giving satisfactory test and trial of pumping machinery and allied equipmentfor one month period as per detailed specification attached. |
| 93 | Item No.1- Solapr PV Panel - Providing Solar PV panels(with domestic cell & modules) inverter 3 Phase, balance of system e.g. cable, switches / circuit breaker/ connectors/ junction box, mounting structure, earthing, lightening arrester & civil works, installation & commissioning, CMC for 5 years, transportation, insurance, applicable taxes etcas per detailed specification attaced.20 HP at Jackwell +( 6 HP + 10 HP) at WTP ) ] =36 HP/ 27 kW ] |
| 94 | Item No.2 - Net Meter - Supplying and erecting three phase 10 to 60 A net meter DLMS compliance of accuracy class 1.0, 3 x 240V, 50 Hz, with backlit LCD display, optical port and RJ 232 port (measures import kWh, kVAh, export kWh, kVAh, Net kWh, kVAh, V, I, kW, 6 months history of energy) with wiring connections and mounting hardware on provided panels complete with calibration certificate frommanufactureretc as per detailed specification attaced.. |
| 95 | Item No.3 -MCCB- Providing & erecting 3 Pole MCCB, 415 V, 100A, rated short-circuit breaking capacity 25 kA (Ics=100% of Icu), adjustable thermal (overload) setting and fixed magnetic setting with provided leads, provision for installation of shunt/UV/trip alarm contact. MCCB with phase barriers on both sides, insulation withstand capacity 800V, no line-load bias in provided enclosure/panelas per detailed specification attaced. |
| 96 | SUBWORK No. 9 : PURE WATER RISING MAIN FROM WTP TO 1.25 & 0.60,0.55Lakh Lit. ESRItem No.1:- Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, hard murum and boulders, W.B.M. road, soft rock and old cement and lime masonry foundation asphalt road,hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blastingincludingremoving the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 97 | Item No.2:- 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. |
| 98 | Item No.3:- Lowering, Laying and Jointing H. D. P. E. pipes in proper position including all specials by compression fitting / electrofusion and butt fusion jointing procedure as per relevant 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 Note:- Payment proposed(1) Against lowering and Laying - 90% (2) After Satisfactory Hydraulic testing - 10% 110 mm HDPE 6Kg/CM2 |
| 99 | Item No.4:- Hydraulic testing of H. 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..110 mm HDPE 6Kg/CM2 |
| 100 | Item No.5:- Providing and supplying Air Valves as per IS- 14845-2000 and MJP’s standard specifications of approved make and quality of following diameters including railway freight, inspection charges, unloading from railway wagons, loading into truck, transportation uptoepartmental stores, unloding and stacking excluding GST levied by GOI & GOM in all respect etc. complete.Note:- Payment proposed(1) Against supply- 80% (2) Against lowering and Laying - 10% (2) After Satisfactory Hydraulic testing - 10% Type PN-1.0 25 mm dia. single ball Air valve.A) 25 mm dia. single ball Air valve. |
| 101 | Item No.6:- 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.) Foundation on Murum and Harder Strata.upto 150 mm |
| 102 | Item No.7:- 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 lifts including consolidation, surcharging, etc. complete. |
| 103 | Sub Work No.09:- Designing & constructing 0.55 Lakh Lit. capacity R. C. C.E. S. R. Item No.1:- 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 metres centre to centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs having capacity above 500 Cum including excavation in all types of strata, foundation concrete,cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 metres, all labour and material charges including 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 M.S.ladder, C.I. manhole frame and covers,water level indicators, lightening 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 chambers for all valves,ventilating shafts, providing and applying three coats of cement paint to the structure including roof slab, epoxy painting to internal surface and antitermite treatment for underground parts of the structure 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.0.55 Lakh Lit. ESR @ Gaothan with 12.00 m staging |
| 104 | Item No.2:- Providing and supplying ISI standard welded DI double flanged pipe excluding GST levied by GOI & GOM in all respect, railway freight,insurance, unloading from railway wagon,loading into truck transport to store / site,unloading, stacking etc. complete as directed by Engineer -in- charge. (for 2.75 m bare pipe)A) 150 mm DIDF Pipe |
| 105 | B) 100 mm DIDF Pipe |
| 106 | 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.A)Without Byepass Arrangement (PN - 1.0) 80 mm dia. |
| 107 | B) Without Byepass Arrangement (PN - 1.0) 150 mm dia. |
| 108 | Item No.4:- Providing and supplying ISI standard D. I.specials & fitting with sealing rubber gasket of S.B.R, complete with cast iron follower gland and M. S. nut bolts coated or otherwise protected from rusting and suitable for D.I.pipesincluding cost of labour ,materials, and transportation to stores / site, loading and unloading excluding GST levied by GOI & GOM in all respect, complete as per IS-9523.For all types of specials, bends tees etc. D/F Specials of all diameters |
| 109 | SUB-ESTIMATE NO : 11DISTRIBUTION SYSTEM HDPE 6 KGItem No.1:- Providing & Supply ofElectro Fusion Fittings in accordance with BS EN12201;Part-3 suitable for drinking water with in black/ blue colour manufactured fromcompounded PE80/ PE100 virgin polymer and compatible with PE80/PE100 pipes, in pressure rating SDR11 with min PN12.5 rated for water application and shall be inclusive of all cost such as testing, including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, inspection charges, transportation up to site, transit insurance loading, unloading, stacking etc. complete. For 160mm dia. HDPE Pipeline Specials.A-1) 160 mm Elbow 900 |
| 110 | A-2) Reducing Tee 160X160X110 |
| 111 | For 140 mm dia. HDPE Pipeline Specials.C-1) 140 mm Elbow 900 |
| 112 | E-2) Reducing Tee 125 x 125 x 90 |
| 113 | E-3) Equal Tee 140 |
| 114 | E-4) Couplers 140 |
| 115 | E-5) Reducer 125 x 90 |
| 116 | For 110 mm dia. HDPE Pipeline Specials.G-1) 110 mm Elbow 900 |
| 117 | G-2) 110 mm Elbow 450 |
| 118 | G-3) Reducing Tee 110 x 110 x 90 |
| 119 | G-4) Equal Tee 110 |
| 120 | G-5) Couplers 110 |
| 121 | G-6) Reducer 110 x 90 |
| 122 | For 90 mm dia. HDPE Pipeline Specials.H-1) 90 mm Elbow 900 |
| 123 | H-2) 90 mm Elbow 450 |
| 124 | H-3) Reducing Tee 90 x 90 x 75 |
| 125 | H-4) Equal Tee 90 |
| 126 | H-5) Couplers 90 |
| 127 | H-6) Reducer 90 x 75 |
| 128 | For 75 mm dia. HDPE Pipeline Specials.I-1) 75 mm Elbow 900 |
| 129 | I-2) 75 mm Elbow 450 |
| 130 | I-5) Couplers 75 |
| 131 | I-5) End Cap 75 |
| 132 | Item No.2:- Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints,including all statutary duties and taxes such as GST levied by Gol and GoM in all respect, inspection charges, transport to departmental stores/site, unloading and stacking etc. complete as per IS-458/1988 Note : One collar should be supplied with each full lengthplain ended RCC pipe, cost including in ratesbelow. One rubber ring should be supplied with eachfull length of socketed pipe, cost included in rates below.Note:- Payment proposed(1) Against supply- 80% (2) Against lowering and Laying - 10% (2) After Satisfactory Hydraulic testing - 10% 250 mm Dia. RCC NP III Pipe Collar Joint |
| 133 | Item No.3:- Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps taxes transportation levied by GOI & GOM in all respect etc.complete Without by pass arrangement - PN -1Sluice valve PN-1.0 (without by pass arrangement)Note:- Payment proposed(1) Against supply- 80% (2) Against lowering and Laying - 10% (2) After Satisfactory Hydraulic testing - 10% 65 mm dia |
| 134 | A) 80 mm dia |
| 135 | B) 100mm dia |
| 136 | D) 150 mm dia |
| 137 | Item No.4:- Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, hard murum and boulders, W.B.M. road, soft rock and old cement and lime masonry foundation asphalt road,hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blastingincludingremoving the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 138 | Item No.5:- Filling in plinth and floors murum bedding in trenches with approved murumb from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction complete. |
| 139 | Item No.6:- Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour,etc. complete as directed by Engineer-in-charge (For all class of pipes.) as per IS-783-1985.250 mm Dia. RCC NP III Pipe With Collar JointNote:- Payment proposed(1) Against lowering and Laying - 90% (2) After Satisfactory Hydraulic testing - 10% 250mm Dia. RCC NP II Pipe |
| 140 | Item No.7:- Lowering laying and jointing HDPE/MDPE pipes in proper posision including all special by Compressing fitting / Electrofusion and but fusion jointing procedure including hydraulic testing as per relevant IS code complete with all material for jointing procedure like Electrofusion machine. Electro mirror/heater /But fusion welding machine with hydraulic jack, top laoding clamp etc pump and accessories for hydraulic testing and all labours as directe by engineer in charge as per IS-7634 Part II.Note:- Payment proposed(1) Against lowering and Laying - 90% (2) After Satisfactory Hydraulic testing - 10% 75 mm dia |
| 141 | 90 mm dia |
| 142 | B) 110 mm dia |
| 143 | C) 140 mm dia |
| 144 | D) 160 mm dia |
| 145 | Item No.7:- Hydraulic 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. etc completeA) 75 mm dia |
| 146 | B) 90 mm dia |
| 147 | C) 110 mm dia |
| 148 | D) 140 mm dia |
| 149 | E) 160 mm dia |
| 150 | Item No.8:- Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete. (Cement 5.90 bags / cum)PCC - M-150 |
| 151 | Item No.9:- Lowering, laying and jointing in position following C.I. D/F Reflux valves, Butterfly valves and Sluice valves including cost of all labour, jointing material, including nut bolts and giving satisfactory hydraulic testing, etc. complete.Note:- Payment proposed(1) Against lowering and Laying - 90% (2) After Satisfactory Hydraulic testing - 10% 65 mm dia |
| 152 | A) 80 mm dia |
| 153 | B) 100 mm dia |
| 154 | C) 150 mm dia |
| 155 | Item No.10:- 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. 225 mm x 300 mm (40 kg) |
| 156 | Item No.11:- 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 lifts including consolidation, surcharging etc. complete.Note :- 10% cost of items included in pipeline sub work excluding supply items (All types of Pipes, Valves & specials) shall be retained till Satisfactory hydraulic testing is given as per Tender Specifications. |
| 157 | SUB-ESTIMATE NO : 12 TRIAL RUN AND MAINTENANCE OF SCHEMEItem No.1:- Commissioning, running and maintaing the scheme to its rated capacity, including providing necessary personnel such as operator, valveman,labour etc as per requirement of the scheme for a period of 1 Monthtogether with training to theLocal Body maintenance staff and handing over the scheme to local Body after completion of the above period as directed by Engineer-in-charge.Note:- Required chemicals will be supplied by local body free of cost and electricity bills,raw water charges will aslo be paid by the local body. |
AI Tender Summary
Tender Timeline
Jan 02, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 10, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 11, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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