Retrofitting At Apati Tal Panahalawater Supply Scheme Tal Panahala Dist Kolhapur.
Tender Value
24.68 Lakhs
Estimated cost
Bid Submission
08 Jul 2022
0 days left
EMD
24689
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
shahuwadi → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Retrofitting At Apati Tal Panahalawater Supply Scheme Tal Panahala Dist Kolhapur.
BOQ
| Sl. No. | Item Description |
| 1 | Subwork No. 1 - Pumping MachineryProviding erecting and giving test of 150 mm dia. SubmersiblePump sets conforming to IS 8034/76 and motor conforming to IS9283. Pump shall be suitable for various deliveryhead and discharge with stainless steel pump shaft and Bronze impeller.Motor suitable for working on 415 V+10%, 3Ph,50 Hz., A.C. supply with Cable guard, water lubricated bearings to entire hydraulic thrust, waterproof winding shall be provided. The pump set shall be suitable for direct coupled to the motorPump shall have suitable outlet as per manufactures design. Suitable suction strainer shall also be provided, 3 core, single/double run copper conductor submersible type flat cable 3mshall be provided along with the pump 5.00 HP 8 Stage (150 mm dia.) Discharge 10275LPH. Total Head64.00 M. |
| 2 | Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. Complete as per IS-1239/2004.50 mm dia GIPipe Medium |
| 3 | Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxypaint (Shalimar, Ciba or Mahindra & Mahindra make)from inside and outside excluding GST levied by GOI &GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete. |
| 4 | Suppying & erecting flat flexible 3 core PVC sheathed submersiable type copper cable suitableclampped at fixed intercals with cable clips on drop pipe as comp.( 3 core 2.5 sqmm.) |
| 5 | Supplying and erecting panel board this includes following items.(1) Triple pole switch, (2) water level guard,(3) Voltmeter,(4) Amperemeter,(5) Sets of pilot lamp,(6) Starter DOL/Star Delta,(7) Capacitor,(8) Sector Switch,(9) Earth Leakage Circuit Breaker(ELCB),(10) M.S. Sheet Box,(11) T.W. planks,(12)Iron panel board, (13) G.I. sheet caution board,(14) self lock etc.complete. |
| 6 | Supplying and erecting Galvanized cast iron earth plate size 60X60X0.60 cm. Buried in specifically prepared earth pit (top edge of the plate 1.50 m. below ground level) refilling with 30 Kg charcoal and salt in alternate layers, necessary length of doubleG.I.earth strip connected to the plate with cadmium plate G.I. nut bolts 12 mm. Dia. With bituminous compound and connected to the nearest switch gear end socket as per direction and duly tested by earth tester and recording the results, supplying and erecting 19 mm. dia. Vertical G.I. pipe 1.5 M. long with funnel and mesh at top is included in the scope of work. |
| 7 | Providing cable jointing kit withcablejointing compound and materials for various size cables from 1.5 mm. to 35 mm. cable soldering etc. complete. For requirement of cable of size 300 mm. and above single core cable shall preferably be used. |
| 8 | Sub Work No .2SolarSystemSupplying, installing, testing and commissioning of5 kWp capacity on grid solar power pack with GI mounting structure. The above benchmark cost includes cost of solar pv panels (with 335 W cells) AC:DC 1:1 Ratio inverter (Single phase ) balance of system eg.cables,switches / circuit breakers / connectors /junction box, mounting sturctue earthing, lightning arrestor ,civil works,installation and commisioning CMC for five yrs transportation insurance applicable taxes etc. The above cost are excluding of net metering and battery back up cost.- Benchmark cost for Grid Connected Roof-top Photo-voltic Systems for financial year 2021-22 |
| 9 | Supplying and erecting AC three phase LT CT multifunctionnet meter DLMS compliance of accuracy class 0.5, 3 x 240V, 50Hz, with backlit LCD display, optical port & RS 232 port (measures import kWh, kVAh, export kWh, kVAh, Net kWh, kVAh, V, I, kW, 6 months history of energy, load survey,TOD, tamper detection & logging, power ON/OFF events, instantaneous parameters of rating 1/5A with display in absence of power) with wiring connections and mounting hardware on provided panels complete with calibration certificate from manufacturer. |
| 10 | Supplying and erecting LT CT multifunction DLMS compliance energy meter of accuracy of class 0.5 , 3x240V,50 Hz with optical & RS 232 port, backlit LCD, measures & displays trivector energy, load survey, TOD, tamper detection & logging, power ON /OFF events, instantaneous parameters of rating 1/5 A with display in absence of power complete with zero adjustment & test certificate from manufacturer erected on provided M.S. box and connected to CTs. |
| 11 | Supplying, erecting & terminating XLPE armoured cable 3core 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 no. CB-LT/CU |
| 12 | FOUNDATION AND G.I. STRUCTURE FOR PV MODULE\"Solar PV mounting structure hot deep galvanized/pre galvanized with necessary fitments which should withstand high wind velocity upto 150km/hr 18ft above ground level \"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, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. . |
| 13 | Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance 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. |
| 14 | 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 the area and lifts as below,stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 15 | 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. |
| 16 | Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting, etc. complete. |
| 17 | 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. |
| 18 | Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. In RCC M-200 |
| 19 | Providing and casting in situ Cement Concrete of trap/ granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineerincharge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete.In RCC M-200 |
| 20 | 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, drawings andschedules; including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required, etc. complete |
| 21 | Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (Bd-A-10/263) |
| 22 | For structureProviding, fabricating and erecting at site of work the tubular steel structure (shed) as per standard design and specifications having various spans in between trusses and in multiples of standard length of baysas specified as per standard specifications, inclusive of cost of steel tubular trusses, tubular columns purlins, tierunners, foundation bolts, baseplates, nutsand bolts, welding wherever required etc. as per detailed drawing inclusive of one coat of anticorrosive paint and two coats of oil painting of approved quality and shade etc. complete. Spec. Number : As directed by Engineer-in-charge. |
| 23 | For structureProviding and applying material & labour for hot dip galvanizing of above structure including transportation for galvanizing as per R.C GSDA /SOLAR PUMP /RC /F- NO 25/834/2013-14 dt 1.3.2014 |
| 24 | For structure- Transporting charges of vehicle per trip for Appox. 50 km eadincluding loading unloading & stacking charges. |
| 25 | Rent for Crane for erection of structure- |
| 26 | Providing and erecting chain link fencing 1.6M. height with G.I. chain link of size 50x50mm, 8gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40x40x6 mm size, including excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450x450x670 mm. at 1.75M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30cm c/c with nuts and bolts and horizontal M.S. Angles at top and bottom of 25x25x5 mm size and vertical M.S. flat 35x5 mm and 25x5 mm horizontal including cross support of 40x40x6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450x450x670 mm including 3 coats of oil painting etc.complete. |
| 27 | Providing and fixing 50mm. dia. medium class G.I. pipe gate with wicket gate of approved drawing with all fixtures and fittings in two leaves with strong hold fast embedded in c.c. block at top and bottom with locking arrangement including cutting, bending, making holes and with one coat of primer etc. complete. |
| 28 | Providing and fixing board displaying information,such as \"Name of work,Tender cost, Name of Contractor, Work completion and liability period etc\", having rectangular shape of 1.20mx0.90m size made out 18gauge(1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on backside and border/ messages/ symbols etc. with approved colourshade paint complete, on M.S.angle of size35x35x3mm frame with properly cross braced M.S.angles of size 35mmx35mmx3mm duly painted including Two M.S.angle iron posts of size 65mmx65mmx6mm,3.65m long painted with alternate black and white bands of 25cm width including all fixtures etc.and fixing the board sin1:4:8 concrete block of size 60cmx60cmx75cm including,excavation,refilling,transportation,and labour etc complete. Spec. No. As directed by Engineer in Charge |
| 29 | SubWorkNo 3 :-RisingMainExcavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removingthe excavated material upto a distace of 50 metres and lifts as below, stackig and spreading as directed, normal dewatering, preparing the bed for foundation and excluding, backfilling, etc. complete. |
| 30 | Excavation for foundation / pipe trenches in hard murum and boulders,W.B.M.road including removing the excavated materials upto distance of 50 m Beyond the area & lift as below stacking and spreading as directed by Engg. in charge normal dewatering preparing the bed for foundation and excluding backfilling etc. complete., |
| 31 | 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-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 32 | Excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and leveling the bed by chiseling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 M from the area and lifts as below, normal dewatering, excluding back filling etc complete. |
| 33 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial 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. |
| 34 | Filling in plinth ad floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm. to 20 cm. layers including watering ad compaction complete. |
| 35 | Providing and supplying in standard lengths Polyethelene Pipes, confirming to IS 4984 / 14151 / 10786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint, including all statutary duties and taxes such as GST levied by Gol and GoM in all respect,transportation and fright charges inspection charges, loading / unloading charges, conveyance to the departmental stores / site & stacking the same in closed shade duly protecting from sunrays & rains, etc. complete. Working Pressure 90 mm dia. HDPE Pipe 6 Kg / sqm/cm. |
| 36 | Providing ISI mark G.I. pipe of following class and dia.excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. Complete as per IS-1239/2004.80 mm dia GIPipe Medium |
| 37 | 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. 80mm dia PN 1 |
| 38 | Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia includingrailway freight, inspection charges, unloading fromrailway wagon, loading into truck, transportation uptodepartmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. 80 mm Non Return Valve PN-1 |
| 39 | Providing and supplying C.I. D/F angle type springloaded pressure relief valves of approved make andquality incluing inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. complete.40 mm dia Pressure Relief valves Type - PN - 1 |
| 40 | Providing and supplying Air Valves as per IS- 14845 and MJP’s standard specifications doubleorifice type combined with screw down isolating valve, small orifice elastic ball resting on a gun metalorifice nipple, large orifice vulcanite ball seating onmoulded seat ring, inlet face and drilled, including insurance,third party inspection charges, loading, unloading,transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. 25 mm Dia. PN - 1 Single ball |
| 41 | Lowering, Laying and Jointing H. D. P. E. pipes by heating to the ends of pipes with the help of tefflon coated electric mirror / heater to the required temparature and then pressing the ends together against each other, to form a monolithic & leak proof90 mm dia H.D.P.E 6 KG/CM2 |
| 42 | Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour etc. complete either underground or in vertical position, as directed by Engineer-in-charge with satisfactory hydraullic testing80 mm dia GIPipe Medium |
| 43 | Lowering, laying and jointing in position following C.I. D/F Reflux vales, Buttefly valves and sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete (Rate for all class of valves) 80 mm dia . |
| 44 | Lowering, laying and fixing in proper aligement and position all types ofC.I. Air Valves as directed by engg.in charge including cost of conveyance from stores site of work cost of material and giving satisfactory hydraulic testing etc. complete (Rate for all class of valves). Type - PN - 1 25 mm dia.Single Ball |
| 45 | Lowering, laying and fixing in proper alignment and position all types of C.I. D/F angle type spring loaded pressure relief valves including all cost of all material, labour, cost of conveyance from stores to site of work and giving satisfactory hydraulic testing, etc. complete. (For all class of valves.).40 mm dia. |
| 46 | Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 47 | Providing and supplying ISI standard MS specials ofrequired thickness with 3 coats of approved make epoxy paint (Shalimar, Ciba or Mahindra & Mahindra make)from inside and outside excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete. |
| 48 | Providing and supply of electro fusion Fitting in accordance with BS EN 12201 Part 3 suitable for drinking water with in black/blue colour manufactured from compounded PE80/PE100 virgin ploymer and compatible with PE 80/PE100 pipes in pressure rating SDR 11 With min PN 12.5 rated for water application and shall be inclusive all cost such as testing,inspection charges, transportation to stores / site, transmit insurance loading unloading and stacking, excluding GST leived by GOI & GOM in all respect etc. complete. |
| 49 | Sub Work No. 4RCC GSR ( Cap 20000 Ltr )Providing and casting in situ C.C. of trap / granite / gneiss metal of approved quality for P.C.C. works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, from work, compaction, finishing the formed surface with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary of roughening if special finish is to be provided and curing etc. complete.M:150 |
| 50 | Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones in cement mortar 1:6in foundation and plinth of inner walls / in plinth of external walls including bailing out watermanually , striking joints on un exposed faces and watering etc.complete |
| 51 | Designing ( aesthetically), andconstructing RCCground service reservoirs / RCCsumps in M-300mix. Of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab /or dome, 20 mm. thick cement plaster with water proofing compound in CM 1:3proportion to inside face of the container, including expoxy paint from inside including refilling anddisposing of surplus stuff within lead of 50 m. all labourand material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye-pass arrangedment consisting of C I. M.S. D/F.pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside andoutside , C I. manhole frame and cover, water top slab, B B, masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code andproviding three coats of cement paint to all exposed surface of structure including roof surface etc.complete as per design data, criteria, obligatory requirements and detailed specifications. Anti-termitetreatment shall be givenforunder ground portionof the structure.For RCC GSRCap 20000 Litre Notes :-1) The design shall be in accordance with various relevant l.S. specification (l.S. 456/1978, l.S. 875 - 1987, l.S. 3370 -1965 or revised. 2) Only M.S. bars grade I conforming to l.S. 432 part-I or high yield strength deformed bars conforming to l.S. 1786 or l.S. 1139 shall be used. Grade -II M.S. bars shall not be used. 3) Entire structure shall be in M-300 onlv. 4) The scope of pipe assembly work shall be upto 5 metre beyond outside face of the wall, cost of pipes valves and specials is not included in the rate but labour cost for laying and jointing is included. 5) The G.S.R. I Sump above 15 lakh litres capacity shall be in two compartment. 6) The Job includes designing the structure forupliftpressureanddewateringif requiredduringentireexecutionand disposal of surplus excavated stuff within lead of 50 metres as directed by Engineer- in-charge. If uplifts considered in design, then these rates shall be increased by 7.5%. 7) G.S.R. outlets shall be with bell mouth of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. Sump well includes cost of suction pit required at bottom. 8) For pipe diameters upto 300 mm only Cl pipes and Cl specialsshall be used. For pipe diameters above 300 mm, M.S. pipes and specials minimum 10 mm thick shall be used with properanticorrosive epoxy treatment from inside and outside. 9) Costofpumphouseisnotincludedin these rates. 10) AboveratesareapplicableforSeismic Zones 23 and 4. 11) 75% part rate shall be payable for reinforcement, concrete andplastering items of all types of G.S.R.s and sumps till satisfactory hydraulictestingforwater tightnesstestis givenand tillthat work shall be treated as incomplete. Note: ConditionsfromSr.No.1 to11 shall form a part and parcel of tender and mustbeincluded inthedrafttender papersforworkofR.C.C.GSRsand sumos. |
| 52 | Providing ISI mark G.I. pipe of following class and dia. Including all statutary duties and taxes such as GSt levied by GOl and GOM in all respect, inspection charges, transportation to stores, etc. complete 80 mm dia GIPipe Medium |
| 53 | Providing, double flanged Sluice valve conforming in IS 2906/14846 including worn gear arrangement as per test pressure stainless steel spindle,capsincluding all taxes transportation etc.complete . 80 mm sluice valves - PN - 1. |
| 54 | Providing and supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint (Shalimar,Ciba or Mahindra and Mahindramake ) from inside and outside including all statutary duties and taxes such as GST levied by GOl and GOM in all respect inspection charges, transportation to stores / site, and stacking, etc. complete. |
| 55 | Sub Work No 5:-Distribution system Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removingthe excavated material upto a distace of 50 metres and lifts as below, stackig and spreading as directed, normal dewatering, preparing the bed for foundation and excluding, backfilling, etc. complete. |
| 56 | Excavation for foundation / pipe trenches in hard murum and boulders,W.B.M.road including removing the excavated materials upto distance of 50 m Beyond the area & lift as below stacking and spreading as directed by Engg. in charge normal dewatering preparing the bed for foundation and excluding backfilling etc. complete., |
| 57 | 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-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. |
| 58 | Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by machnial 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. |
| 59 | Filling in plinth ad floors murum bedding in trenches with approved murum from excavated materials from foundation 15 cm. to 20 cm. layers including watering ad compaction complete. |
| 60 | 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 excluding GST levied by GOI and GOM in all respect, including transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores and stacking the same in 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). Working Pressure 4 Kg./Sq.cm 90 mm dia PVC 4 Kg/cm2 |
| 61 | 75 mm dia PVC 4 Kg/cm2 |
| 62 | Providing ISI mark G.I. pipe of following class and dia. excluding GST levied by GOI and GOM in all respect including inspection charges, transportation to stores, etc. Complete . 80 mm dia GIPipe Medium |
| 63 | 65 mm dia GIPipe Medium |
| 64 | 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.80 mm dia PN 1. |
| 65 | 65 mm dia PN 1 |
| 66 | 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, , etc. complete (With cement solvent joint / ring fit joint).working Pressure 4 Kg/Sqcm.with satisfactory hydraullic testing etc complete. 90 mm dia PVC 4 Kg/cm2 |
| 67 | 75 mm dia PVC 4 Kg/cm2 |
| 68 | Lowering, laying and jointing G. I. pipes and specials of following class and diameter including conveyance from stores to site of works, all labour etc. complete either underground or in vertical position, as directed by Engineer-in-charge with satisfactory hydraullic testing80 mm dia GIPipe Medium |
| 69 | 65 mm dia GIPipe Medium |
| 70 | Lowering, laying and jointing in position following C.I. D/F Reflux vales, Buttefly valves and sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete (Rate for all class of valves)80 mm dia PN 1 |
| 71 | 65 mm dia PN 1 |
| 72 | Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.For Casing Collar joints class NP - III, 150 mm |
| 73 | 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, giving hydraulic testing etc. complete as directed by Engineer-in-charge (For all class of pipes.) Collar joints class NP - III, 150 mm |
| 74 | 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. |
| 75 | Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material I 15 cm. layers with all leads and lifts including consolidation, surcharging, etc. complete. |
| 76 | 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 excluding GST levied by GOI & GOM in all respect including inspection charges, transportation to stores and stacking, etc. complete. |
| 77 | Sub Work No 6 -Running The SchemeCommissioning, running and maintaining the scheme to quantities, 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.Note : Required chemicals to be supplied by Grampanchyat free of cost and electricity bill will also be paid by the Grampanchyat.a) For single village ( One Month ). |
| 78 | Add GST 12% |
AI Tender Summary
Tender Timeline
Jun 30, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedJul 08, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 11, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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