Retrofitting At Akurle Tal Shahuwadi Water Supply Scheme Tal.Shahuwadi , Dist Kolhapur
Tender Value
59.40 Lakhs
Estimated cost
Bid Submission
08 Jul 2022
0 days left
EMD
59410
Bank guarantee accepted
Document Fee
5000
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 Akurle Tal Shahuwadi Water Supply Scheme Tal.Shahuwadi , Dist Kolhapur
BOQ
| Sl. No. | Item Description |
| 1 | Sub Estimate No.1 : Trench Gallery 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 1.5 M and lead of 150 M including barricading, gurading, disposing off surplus excavated stuff within a radius of 0.5 km. as directed by Engineer-in- charge, etc. complete excluding refilling. For Head Works on river or dam submergenceA) Lift 0 to 1.50 m. |
| 2 | B) Lift 1.5 to 3.0 m. |
| 3 | C) Lift 3.00 to 4.50 M |
| 4 | D) Lift 4.50 to 6.00 M |
| 5 | Excavation in general in hard material comprising of soft rock,hard rock,manjara rock,etc.by blasting,controlled blasting,chiselling,as required in wet opr dry condition for head works I.e.intake well,connecting pipe,jack well ,pump house,supply well etc.for lifts as below and lead of 150m.including,barricading,guarding disposing off surplus excavated stuff within a radious of 0.5km.as directed by engineer incharge etc.completed.Excluding refilling etc.complete. For Head works on river or dam.A) Lift 1.50 to 3.00 m. |
| 6 | A) Lift 3.00 to 4.50 m. |
| 7 | A) Lift 6.00 to 7.50 m. |
| 8 | A) Lift 7.50 to 9.00 m. |
| 9 | Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling, the middle portion with B. C. soil (in gunny bags if requried). Providing impervious / semipervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engneer-in-charge, till the complection of work including dismantling coffer dam after complection of works and disposing off the material as directed by the Engineer-in-charge. |
| 10 | Providing at site of works ISI standard RCC pipes of NP-III class including cost of all central and local taxes, octroi, inspection, transportation, etc. complete including cost of RCC collar, etc. complete.450 mm dia |
| 11 | Providing at site of works ISI standard RCC slotted pipes of NP-3 class including cost of all central and local taxes, octroi, inspection, transportation, etc. complete including cost of RCC collar, etc. complete.450 mm dia |
| 12 | Providing, lowering, laying and placing in position, shrouding material for porous pipe gallery / slotted pipe gallery/ trench gallery with all leads and lifts involved including transportation of materials to site of works, screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer-in-charge.A) 40 mm gauge pebbles |
| 13 | B) 12 mm to 20 mm gauge pebbles |
| 14 | C) 6 to 12 mm gauge pebbles |
| 15 | C) Coarse Sand (From river sand at site) |
| 16 | Dewatering the excavated trenches and pools of water in Sthe building trenches/pipeline trenches, well works by using pumps and other devices including disposing off the water to safe distance as directed by Engineer-in-charge etc. complete. |
| 17 | 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. |
| 18 | Subwork No. 2 -Pumping Machinery of 7.50 HpProviding 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 7.50 HP 8 Stage (150 mm dia.) Discharge 7380LPH. Total Head86 M. |
| 19 | Providing & erecting 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.A) 65 mm dia. B. Class Pipes |
| 20 | 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. |
| 21 | Suppying & erecting flat flexible 3 core PVC sheathed submersiable type copper cable suitable clampped at fixed intercals with cable clips on drop pipe as comp.( 3 core 6 sqmm.) |
| 22 | 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. |
| 23 | 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. |
| 24 | 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. |
| 25 | Providing, supplying and erecting triple super type chainpullyblock suitableforcapacity 1.00 MT with6.00 M liftcomplete withloadchain &handchain,tested to 50 % load asperI.S.3832 carringISI mark |
| 26 | Sub Work No. 3 : - Solar of 7.50 KW Solar Pumping Systempart -ASOLAR POWER PLANT FOR WATER SUPPLY SCHEME 7.5 kWSupplying, installing, testing and commissioning of7.5 kWp capacity on grid solar power pack with GI mounting structure. The above benchmark cost includes cost of solar pv panels (with 335 W mono half cut 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 dt-27/10/21 |
| 27 | 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.(PWD Ele-DSR 2021-22 P.No. 128Item No. 6-3-14 ) |
| 28 | 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.(PWD Ele-DSR 2021-22 P.No. 127Item No. 6-3-5 ) |
| 29 | Supplying, erecting & terminating XLPE 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 no. CB-LT/CU (PWD Ele-DSR 2021-22 P.No. 129 Item No.7-2-16 ) |
| 30 | part -BFOUNDATION & G.I. STRUCTURALWORK FOR PV MODULE 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. (Bd-A-1/259). |
| 31 | 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. (Bd-A-2/259) |
| 32 | 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. (Bd-A- 4/259) |
| 33 | 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. (Bd-A- 5/259) |
| 34 | Providing dry trap/ granite/ quartzite/ gneiss, rubble stone soling in 15 cm to 20 cm thick layers including hand packing and compacting,etc. complete. (Bd-A-12/264) |
| 35 | 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) b) In PCC M-150 |
| 36 | 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. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)b) In RCC M-200 |
| 37 | 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. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)b) In RCC M-200 |
| 38 | 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 (including cost of binding wire). (Bd-F-17/306) b) To r Steel |
| 39 | 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) |
| 40 | 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. |
| 41 | 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 |
| 42 | For structure- Transporting charges of vehicle per trip for Appox. 50 km eadincluding loading unloading & stacking charges. |
| 43 | Rent for Crane for erection of structure- |
| 44 | 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. |
| 45 | 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. |
| 46 | 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 |
| 47 | SubworkNo4 -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. |
| 48 | 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., |
| 49 | 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. |
| 50 | 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. |
| 51 | 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. |
| 52 | 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. 90 MM DIA10 KG / SQCMHDPE PIPE |
| 53 | 90 MM DIA6 KG / SQCMHDPE PIPE |
| 54 | 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 |
| 55 | 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 . |
| 56 | Providing and supplying ISI mark CI D/Freflux valves (non-return valves )of followingdia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete80 mm Non Return Valve PN-1 . |
| 57 | Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc. complete.50 mm dia Pressure Relief valves Type - PN - 1 |
| 58 | Providing and supplying Air Valves as per IS-14845 and MJP’s standard specifications double orifice type 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 insurance,third party inspection charges, loading, unloading,transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. 50 mm Dia. PN - 1 Single ball |
| 59 | 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 proof joint by thermosetting process. The pressing may be required to be done with Jacks/ Hydraulic Jacks/Butt fusion machine etc. complete with all materials labours as directed by Engineer - in -charge. to be corrected Hydraulic testing of HDPE / MDPE pipe line to specified pressure including cost of all marterial labour and water for testingfor specified lenght including cutting ,placing end cap making arrangement for filling safe water using reciprocating type pump which should be able to provide specifiedtest pressure test guages and other necessary equopement ,labour,operation charges,etc.required for testing . The under this item shall also include cost of retesting,if necessary and reinstating to original position.90 mm DIA10 KG / SQCMHDPE PIPE |
| 60 | 90 mm DIA6 KG / SQCMHDPE PIPE |
| 61 | 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 80 mm dia. GI Pipe Medium |
| 62 | Lowering, laying and jointing in position following C.I. D/F 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) Giving satisfactory Hydraulic testing of following C.I.D./FSluice Valves. 80mm dia . |
| 63 | 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 -50 mm dia. Singal Ball |
| 64 | 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.). 50 mm dia. |
| 65 | 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. |
| 66 | 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, 200 mmCollar joints class NP - III, 200 mm |
| 67 | 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, 200 mm |
| 68 | 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. |
| 69 | 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. |
| 70 | Providingand supplying of Electro Fusion Fittings in accordance with BNS EN12201 Part-3 suitable for drinking water with in black/blue colour manufactur-ed from compounded PE80/ PE100 virgin polymer and compatible with PE80/ PE100 pipes in pressure rating SDR11 with min. PIN12.5 rated for water application and shall be inclusive of all cost such as testing, all the taxes related to central, state & municipal, inspection charges, transportion, insurance, loading, unloading, stacking etc, complete. Coupler 110mm |
| 71 | End cap110mm |
| 72 | Tee110mm |
| 73 | Elbow 45 degree110mm |
| 74 | LNPE ( Tail Pieces)110mm |
| 75 | Sub Work No5:-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. |
| 76 | 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., |
| 77 | 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. Lift 0 to 1.5 M |
| 78 | 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. |
| 79 | 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. |
| 80 | 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.cm90 mm dia PVC 4 Kg/cm2 |
| 81 | 75 mm dia PVC 4 Kg/cm2 |
| 82 | 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 |
| 83 | 65 mm dia GIPipe Medium |
| 84 | 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. |
| 85 | 65 mm dia PN 1 |
| 86 | 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)Hydraulic testing of PVC 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..working Pressure 4 Kg/Sqcm.90 mm dia PVC 4 Kg/cm2 |
| 87 | 75 mm dia PVC 4 Kg/cm2 |
| 88 | 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 ydraulic testing of G. I. pipe line to specified pressure including cost of all materials and labour and water for testing for the length upto 1km 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 rates under this item shall also include cost of retesting if necessary and reinstating to original postion. 100 mm dia .Medium Class80 mm dia GIPipe Medium |
| 89 | 65 mm dia GIPipe Medium |
| 90 | 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).Giving satisfactory Hydraulic testing of following C.I.D./F Reflux valves,Butterfly valves and Sluice Valves.100 mm dia .80 mm dia PN 1 |
| 91 | 65 mm dia PN 1 |
| 92 | Providing ISI standard R.C.C. pipes in standard lengthsof 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, 200 mm |
| 93 | 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, 200 mm |
| 94 | 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. As above of 0.60 x 0.45 m internal size depth upto 1.2 m with precast RCC slab cover |
| 95 | 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.100 mm x 225 mm (20 kg) |
| 96 | 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. |
| 97 | 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. |
| 98 | 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. |
| 99 | Subwork No.: No.06 - Four pole structureExcavationfor foundation / pipe trenches in earth soils of all typessandgravel and soft murum including removing the excavated material upto a distance of 50 m and lift as below , stacking and spreading as directed, normal dewatering preparing the bed for foundation excluding backfilling etc. complete. |
| 100 | Providing dry trap/ granite / quartzite / gneiss rubble stone soling in 15 cm to 20 cm laters including hand packing and compacting etc complete. |
| 101 | Providing & laying in situ M-150 grade of CC of trap/granite/quartzite/gneiss metal for foundation & bedding including bailing out water ,formwork compacting & curing finishing etc. complete. |
| 102 | Providing structural steel work in in single stanchions composed of RSJ ,Channel etc, with caps , bases, cleats , gussets plates, anchor bolts .. etc. as per detailed design and drawings or as directed by Engineer in charge including cutting,fabricating, hoisting, reecting,fixing in position , making riveted / bolted / weldedconnectionsand one coat of anticorrosive plant and over it two coats or oil painting of approved quality and shade. |
| 103 | Providing and fixing in position M.S. ladder 0.50 m wide consisting of 75 x 10 mm M.S. flats as stringer and 16 mm dia. M.S. bar in double rows as step a placed at 25 cm c/c including cost of material and labour involved welding anchoring and applying 3 coat’s of anti corrosive paint etc. complete. |
| 104 | Providing and fixing MS grill door of angle 40 x 40 x 5 mm with 16 mm dia. mild steel bars horizontally at 10cm c/c for ventilator portion including iron hold fast for the fixing shutters including welding, painting, finishing etc. complete |
| 105 | Providing and fixing Indian teak wood planking 50 mm thick for flooring plained on both sides, tongued and grooved including scaffolding, if necessary, and one coat of primer etc. complete |
| 106 | Providing and fixing corrugated galvanised iron sheets of 0.63 mm thick (24B.W.G.) for roofing without wind tiles including fastening with galvanised iron screws and bolts,lead and bitumen washers as per drawing etc. complete.(Weight of 5.5 Kilogram/sq.m.). |
| 107 | PROCIDING & FIXING G. I . Pipe railing having 1.00 meter height consisting 50 x 50 x 6 mm thick in ms angels as vertical at 1.5 m, c/ & additional post at every corner with 3 rows of 25 m.m diaG. I. Pipe of medium class variety as horizontal & painting 3 coats of oil paint over 1 coat of anticorrosive paint of apporved colour and shadeincluding cost of all labour transportatipon bendsto curved shape etc complete., |
| 108 | Subwork No 7 :-RUNNING THE SCHEME (FOR ONE MONTH)Commissioning, 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 Department free of cost and electricity bill will also be paid by the Department.a) For single village ( One Month ). |
| 109 | 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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