Tender For Civil Up-Gradation Works Around Port User Building (Pub) - Jnpa; 1 PART A- Civil work 2 Road/Parking Work : 3 Providing earthwork in embankment with approved materials obtained from other sources upto lead of 15Km. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97% of standard proctor density etc. complete ( Material obtained from Other sources) 4 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15cm to 20cm thick including hand packing and compacting etc. complete. 5 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Vibratory roller. to the required density. By Mechanical Means-Grading I (Using Screening Type A (13.2) mm Aggregate) 6 Providing and constructing 75 mm. thick Modified Penetraction Macadam (MPM) roadsurface including all materials, preparing the existing road surface, spreading 40 mm.stone layers metal 100% crusher broken metal with conical crusher plant , heating andspraying the bitumen of specified grade @ 2 kg / sqm , spreading 12mm.size chipscompacting with three wheel static roller having weight 8 to 10 MT. to achive the desireddegree of compaction as per Technical Specification Clause 506 etc.complete, includingapplying tack coat of specified grade of bitumen at the rate of 0.30 Kg Sqm. on existingbitumen surface. (VG-30 bulk bitumen rates are considered to arrive at rates) 7 DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadamusing crushed aggregates of Grading 1, premixed with bituminous binder of specifiedgrade of Bitumen @ 4.50 per cent by weight of total mix and filler, transported to site withVTS , laid over a previously prepared surface, finished to the required grade, level,alignment, and rolling to achieve the desired density for 76-100 mm compacted thickness.USING Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory roller withStone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) 8 BITUMINOUS CONCRETE:- Providing and laying bituminous concrete using crushedaggregates of grading 1, premixed with bituminous binder @ 5.20 per cent by weight oftotal mix and filler, transported to site with VTS , laid over a previously prepared surface,finished to the required grade, level, alignment, and rolling to achieve the desiredcompaction for 50 mm compacted thickness with specified grade of Bitumen,Excludingprime / tack coat. For Bitumen of specified grade -- USING Batch mix type hot mix plantwith SCADA, Sensor Paver, Vibratory roller with Stone Dust filler. (VG-30 bulk bitumenrates are considered to arrive at rates) 9 Providing and applying tack coat on the prepared surface heating by fames in Boiler andspraying bitumen set footed in bitumen boller on B.T. surface 2.5 kg/10 sqm.(VG-30 bulkbitumen rates are considered to arrive at rates) 10 Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fastincluding welding link with angle frame at 30 cm c/c with nuts and bolts and horizontalM.S. Angles at top and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mmand 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side atevery corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mmincluding 3 coats of oil painting etc. complete. 11 Providing and fixing mild steel grill gate with angle iron frame 65mmx65mmx10mm with iron bar sat 150mmC/C and diagonal flats as per the detailed drawing including hinges, pivot block locking arrangement, welding riveting and oil painting of three coats of approved shade Weight of gate 35 Kilogram/Smt. 12 Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. 13 Stone Pitching Providing dry rubble stone pitching 23cm (about 9) thick including all material, quarry spalls, labour etc. complete 14 Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap/ granite/ quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs anddrawings including steel centering, formwork, cover blocks, laying/pumping, compactionfinishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness togive a smooth and even surface or roughening if special finish is to beprovided and curing etc. complete,(Excluding reinforcement and structural steel).withfully automatic micro processor based PLC with SCADA enabled reversible Drum Typemixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushedsand VSI Grade) 15 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diametersfor R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies,staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detaileddesigns, drawings and schedules. including cutting, bending, hooking the bars, bindingwith wires or tack welding and supporting as required complete 16 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000metres, stacking serviceable and unserviceable materials separately etc. complete. 17 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to worksite, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401--Plant Mix Method and Grading - III Material 18 Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /bysuitable means as approved by Engineer-in-charge , compacting with vibratory roller, finishing, curing and including preparation of subgrade surface if required etc. complete. 19 PQC Providing and laying in-situ M40 Grade unreinforcemened plain cement contrete payment over a perpared sub base with 43 grade cement, coarse and fine aggregate (natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggreates combined gradation as per table 6000-3 of MORTHS pecification 2013, mixed in a batching and mixing plant/non tilting mixer and weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver, compacted and finished in a continuous operation, finishing to lines grade as directed by Engineer-in-charge abd curing compound/ by providing cement vatain cement Mortar 1:8 @ 0.6mx0.6m center to center, admeasuring 80mm at bottom and 40mm at top with depth of 75mm and maintaining the same through out curing period by any other method approved by Engineer-in-charge (Incluidng rates for separation membrane, Groove cuttings, Joint sealent-Polysulphate, Tie Bars & Dowel bars and steel etc. complete. 20 Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb withoutgutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCCfinished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the requiredexcavation in any strata and removing the excavated stuff any where in city and redoingthe surface as specified and directed by Engineering In-charge. Using Concrete Batchingand Mixing Plant 21 Compound Wall Work : 22 Excavation for foundation in earth, soil of all types, sand, gravel and soft murum,including removing the excavated material up to a distance of 50 m. beyond thebuilding area and stacking and spreading as directed, dewatering, preparing the bedfor the foundation and necessary back filling, ramming, watering including shoring andstrutting etc. complete. (Lift upto 1.5 m.) By Mechanical Means 23 Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cmthick including hand packing and compacting etc. complete. 24 Providing and laying Cast in situ/Ready Mix cement concrete in M-10 of trap/granite/ quartzite/ gneiss metal for foundation and bedding including bailing outwater, Steel centering, formwork, laying/pumping, compacting, roughening them ifspecial finish is to be provided, finishing if required and curing complete, with fullyautomatic micro processor based PLC with SCADA enabled reversible Drum Typemixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushedsand VSI Grade) 25 Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap /granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, stripfoundations, grillage and footings of R.C.C. columns and steel stanchions etc. includingbailing out water, Steel centering, formwork ,cover blocks, laying/pumping,compaction and curing roughening the surface if special finish is to be provided(Excluding reinforcement and structural steel) etc. complete, with fully automatic microprocessor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batchmix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) 26 Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap /granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs anddrawings or as directed including steel centering, formwork, cover blocks,laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 ofsufficient minimum thickness to give a smooth and even surface or roughening if specialfinish is to be provided and curing etc. complete,(Excluding reinforcement and structuralsteel).with fully automatic micro processor based PLC with SCADA enabled reversibleDrum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fineaggregate (Crushed sand VSI Grade) 27 Providing and fixing in position TMT - FE - 500 bar reinforcement of various diametersfor R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies,staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detaileddesigns, drawings and schedules. including cutting, bending, hooking the bars, bindingwith wires or tack welding and supporting as required complete 28 Providing uncoursed rubble masonry of trap / granite / quartzite / gneiss stones incement mortar 1:6 in foundation and plinth of inner walls / in plinth of externalwalls including bailing out water manually , striking joints on un exposed faces andwatering etc.complete. 29 Providing and constructing masonry in Autoclaved Areaclaved ( Celluar) Concrete Blockof aproved manufacturer confirming to IS 2185 Part III 1984 of size ( 625x240x225)mmin extra fine jointing mortar of fixoblock of in foundaions and plinth of inner walls/inplinth external walls including bailing out water,striking joints on unexposedfaces,racking out joints on exposed faces and watering etc.complete 30 Providing sand faced plaster externally in cement mortar using approved screened sand, inall positions including base coat of 15 mm thick in cement mortar 1:4 usingwaterproofing compound at 1Kilogramper cement bag curing the same for not less than 2days and keeping the surface of the base coat rough to receive the sand facedtreatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. 31 Providing and applying two coats of exterior weather shield paint of approvedmanufacture and of approved colour to the plastered surfaces including cleaning,preparing the plaster surface ,applying primer coat ,scaffolding if necessary, andwatering the surface for two days etc complete. NOTE: ForItem One Number 15 to 18 prior approval of Superintending Engineer will be necessary 32 Shops work : 33 Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle sectionfitted with sliding bolts and handles for both sides, deep M.S. channel section of depth andthickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements,M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar,suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9mm thickness and of any size at top and safety devices including mechanical gearoperation arrangement consisting of worm gear wheels and worms of high grade cast ironor mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (Withoutmechanical gear) 34 Providing and fixing in position (as per 1868 / 1982) Alluminium sliding window ofthree tracks with rectangular pipe 95 x 38.10 x 0.90 mm at weight 0.637 Kilogram/OneRunning Metre. with window frame bottom track section 92 x 31.75 x 1.30mm at weight 1.070 Kilogram/One Running Metre.. Top and side track section 92 x31.75 x 1.30 mm at weight 0.933 Kilogram/Running metre. The shutter should be ofbearing bottom 40 x 18 x 1.25 mm at weight 0.417 Kilogram/One Running Metre.Inter locking section 40 x 18 x 1.10 mm at weight 0.469 Kilogram/Running metre.and handle and top section 40 x 18 x 1.25 mm at weight 0.417 Kilogram/Running metre. As per detailed drawings and as directed by Engineerinchargewith all necessary Aluminium sections fixtures and fastenings such as roller bearing innylon casting and self locking catch fitted in vertical section of shutter including 5 mmthick plain glass and aluminium mosquito net shutter with stainless steel jail withall required screws and nuts etc, complete. With colour Anodising with box 35 Providing and fixing in position powder coated aluminium louvered windows / ventilatorof various sizes with powder coating as per detailed drawing and specificationsincluding aluminium frames 80 x 38 mm x 1.22 mm box type, 5 mm thick sheetglass louvers, of approved quality etc. complete. 36 Providing and laying vitrified mirror / glossy finish tiles decorative type having size 590mm to 605 mm x 590 mm to 605 mm of 8 to 10 mm thickness and confirming to IS.15622-2006 ( group Bla) of approved make, shade and pattern for flooring in requiredposition laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc. complete. 37 Providing and laying vitrified mirror / glossy finish tiles having size 590 mm to 605 mmx 590 mm to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 ( groupBla) of approved make, shade and pattern for dado and skirting in required position fixedin 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc.complete 38 Providing and applying priming coat on concrete/ masonary/ Asbestos Cementplastered surfaces including scaffolding if necessary, preparing the surface by thoroughlycleaning oil, grease, dirt and other foreign matter and sand papering as required etc.complete 39 Providing and applying Two coats of wall care Putty on plastered surface and Ceilingand Walls to prepare surface even and smooth of approved make, etc complete 40 Providing and applying plastic emulsion paint of approved quality, colour and shade to oldand new surfaces in two coats including scaffolding, preparing the surface.(excluding the primer coat)etc. complete. 41 Providing and applying two coats of exterior acraylic emulsion paint confirmingto corresponding I.S. of approved manufacture and of approved colour to the plasteredsurfaces including cleaning ,preparing the plaster surface, applying primer coat,scaffolding if necessary , and watering the surface for two days etc complete. 42 Providing and laying cement concrete flooring 40 mm thick with M15 cement concretelaid to proper level and slope in alternate bays including compaction, filling joints,marking lines to give the appearance of tiles of 30 cm x 30 cm or other size laiddiagonally /square etc finishing smooth (with extra cement) in any colour as directed andcuring etc. complete.with Crushed sand VSI Grad 43 PART B- Eleectrical works 44 Supplying, erecting & terminating FR XLPE insulated, galvanised steelformed wire armoured (strip) cable, 1100 V 3½ core 185 sq. mm. aluminiumconductor complete erected with glands & lugs on wall/ trusses/pole or laid inprovided trench/ pipe as per specification no. CB-LT/AL 45 Supplying, erecting & terminating FR XLPE insulated, galvanised steelformed wire armoured (strip) cable, 1100 V 3½ core 120 sq. mm. aluminiumconductor complete erected with glands & lugs on wall/ trusses/pole or laid inprovided trench/ pipe as per specification no. CB-LT/AL 46 Supplying, erecting & terminating FR XLPE insulated, galvanised steelformed wire armoured (strip) cable, 1100 V 3½ core 50 sq. mm. aluminiumconductor complete erected with glands & lugs on wall/ trusses/pole or laid inprovided trench/ pipe as per specification no. CB-LT/AL 47 Supplying, erecting & terminating FR XLPE insulated, galvanised steelformed wire armoured (strip) cable, 1100 V 3½ core 35 sq. mm. aluminiumconductor complete erected with glands & lugs on wall/ trusses/pole or laid inprovided trench/ pipe as per specification no. CB-LT/AL 48 Supplying, erecting & terminating FR XLPE insulated, galvanised steelformed wire armoured (strip) cable, 1100 V 4 core 16 sq. mm. aluminiumconductor complete erected with glands & lugs on wall/ trusses/pole or laid inprovided trench/ pipe as per specification no. CB-LT/AL 49 Supplying, erecting & terminating FR XLPE insulated, galvanised steel wirearmoured (round) cable 1100 V, 3 core 4 sq. mm. copper conductor completeerected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipeas per specification no. CB-LT/CU 50 Supplying & erecting mains with 3x2.5 sq.mm FRLSH copper PVC insulatedwire laid in provided conduit/trunking/inside pole/bus bars or any other placesas per specification no. WG-MA/BW 51 Supplying & erecting single compression type brass cable glands for 3½core 185 sq mm cable as per specification No. CB-GL 52 Supplying & erecting single compression type brass cable glands for 3½core 120 sq mm cable as per specification No. CB-GL 53 Supplying & erecting single compression type brass cable glands for 4 core50 sq mm cable as per specification No. CB-GL 54 Supplying & erecting single compression type brass cable glands for 4 core35 Sq.mm./3 core 50 Sq.mm. cable as per specification no. CB-GL 55 Supplying & erecting single compression type brass cable glands for 3 to 4core 16 sq mm /3 to 4 core 25 sq mm /3 core 35 sq mm cable as perspecification No. CB-GL 56 Supplying & erecting single compression type brass cable glands for 2 to 4core 2.5 sq mm /2 to 4 core 4 sq mm /2 core 6 sq mm cable as perspecification No. CB-GL 57 Providing & erecting hot dipped galvanised perforated type cable traymanufactured from 16 SWG GI sheet of 300 mm width & 75 mm heightcomplete with necessary coupler plates & hardware. 58 Supplying, erecting & marking DP MCB 6A to 32A, C-series with rated short - circuitbreaking capacity (Icn) 10kA in provided distribution board as per specification no.SW-MCB 59 Supplying & erecting three phase, 415V, street light control panel upto the max loadof 12kW, TPN MCB 63A, powder coated CRCA 14 SWG sheet, outdoor type, havingIP54, IK10 protection suitable rating contactor, 24 hrs. astronomical time switch withminimum 5 years battery back up, auto/manual selector switch, ON/OFF pushbuttons, indicator lamps, control wiring, metering device, etc. for automatic operationwith overcurrent, short circuit, earth fault protection on provided iron frame / CCfoundation as per specification SW-STCP. 60 Supplying, installing and testing pipe type earthing with 40mm. dia. G.l. pipe or20 mm dia. G.I. Rod complete with all accessories of GI materials & recordingthe results as per specification no. EA-EP 61 Supplying and erecting GI earth conductor of required sizes used for earthing orany other purposes on wall with necessary GI clamps fixed on wall/cable/ conduitwith screws complete. 62 Supplying and erecting GI strip of required size used for earthing on wall and/orany other purpose with necessary GI clamps fixed on wall painted withbituminous paint in an approved manner with joints required as per specificationno EA-EP. 63 Supplying and laying (including excavation of suitable width & depth up to 90 cm)175 mm outside dia, double wall corrugated pipes (DWC) of HDPE forenclosing cable below ground/road surface, complete 64 Supplying and laying (including excavation of suitable width & depth up to 90cm) 50 mm outside dia. double wall corrugated pipes (DWC) of HDPEfor enclosing cable below ground/road surface, complete. 65 Supplying and laying (including excavation of suitable width & depth up to 90cm) 90 mm outside dia. double wall corrugated pipes (DWC) of HDPEfor enclosing cable below ground/road surface, complete. 66 SITC Of Chemical Earthing Dia 100MM and Long 3 Meter. 67 In Hard rock/across Road/Concrete area as describe 68 Supplying & erecting internal Junction Box of proper size, outside cover with 6 Amp MCB (02 nos MCB in each Box) 69 SITC Of Feeder Pillar 3 Phase Meter With CT, Incomer 400AMP (4 POLE) MCCB Outgoing 250 AMP (4POLE) 3 NOS. MCCB TIN COPPER BUS BAR 70 SITC Of Feeder Pillar Incomer MCCB 250 AMP & Outgoing - MCCB 100 AMP (7 NOS.) & MCCB 63AMP (3NOS.) TIN COPPER BUS BAR 71 Erection of 9 mtrs height double arm poles including Pole Foundation, foundation bolts, required guage3C x1.5 Sqmm Copper flexible service wire & necessary transportation. JNPA will supply Pole, Arm &fittings 72 Shifting of existing DF meter panels, foundation making with necessary material (Panel will be suppliedby JNPA)
