Maintenance of Rehabilitation and upgradation of existing carriageway to 2 lane 4 lane with paved shoulder configuration from Wadigodri to Dhangripimpri Km 0 000 to Km 30 390 Section of NH753H on EPC Mode in the state of Maharashtra Package1 Risk and

Metal Beam Crash Barrier--Type-A,W: Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail,70cm above road/ground level,fixed on ISMC series channel vertical post,150x75x5mm spaced 2m centre to centre, 1.8mhigh,1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dipprocess, all fittings to conform to IS:1367 and IS:1364, metal beam rail tobe fixed on the vertical post with aspacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)" (SSR Item No.7.30, MORTH 810, Page No. 73)

Charges for groove cutting of 15 mmx15 mm deep along crack and sealing and refilling the same with epoxy mortar including cost of material, labour etc. complete. (SSR Item No.51.143, Page No. 392)

Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/colourof 2.5mm thick including 1.5 Refractive index reflectorizing glass beads @250gm/sqm. Thickness of 2.5mm is exclusive of surface applied glass bead s as per IRC35:2015. (ReferMORTH Clause803 for technical Specification and Performance for IRC 35:2015). ( Item No.6.12a, MORTH 803.4, Page No.48)

Supplying and fixing of Plastic body studs with two shanks and without shanks of SWAREFLEX or equivalent in yellow, red and white color made of ABS body with size 100*100*17.9 mm, having reflective panels of 34 special Swaro glass reflective elements ( Item No.51.127, MORTH 803.4, Page No.386)

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, includingremoving the excavatedmaterial up to a distance of 50m. beyond the building area andstacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 0.00 to 1.50 m.) By Manual Means ( Item No.21.01, BDA, Page No.153)

Providing & laying in situ cement concrete ofM10 proportionwith trap/ granite/ quartzite/ gneiss metal in foundation including necessary formwork compacting and curing etc. complete. with reversible Drum Type mixer with SCADA. With crushed sand . ( Item No.11.03, CD, Page No.81)

Providing and laying insitu/ readymix M-20 cement concrete of trap/granite/quartzite /gneiss metal for approach slab/Rigid pavement including compacting, finishing,curing etc.complete. (excluding reinforcement)(with reversible drumty pemixer/concrete batch mixplant (panmixer) with SCADAwith fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt ( Item No.11.25, CD, Page No.82)

Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. (SSR Item No.26.33 Page No.188)

Repair of localized failed areas of PQC by marking the area, removing the failed area using jack hammer,saw cutting to full depth of PQC,replacing membrane,clearing the area of from dust and debries,placing M40 grade PQC in a depth equivalent to the existing depth of PQC and installing existing expansion joint/other joint. ( Item No.5.09, Page No.41)

Stapling as per specifications and standards defined in IRC SP:83-2018

Street Light fitting repair - A Testing of street light fitting, replacement of faulty accessories, doing fitting connections as before and testing and starting of fitting of fitting. Spares will be provided by PMC or removing of street light fitting safely & handling over all the accessories to PMC. (Region : PMC Electrical DSR YEAR : 2023-2024 Category : POLE MAINTENANCE) Item No 23.01

Making cement concrete foundation including excavation (60 x 60 x 150) cm deep in 1:3:6 cement concrete 20 x 25 mm stone metal, (45 x 45 x 45) cm /45 cm dia. x 45 cm height plinth duly plastered, with necessary curing and finishing complete. (above 6 m to 9 m poles) (SSR Item No.16-3-3, Page No.239)

Supplying and erecting steel tubular swaged pole 139.7 x 114.3 x 88.9 mm dia with 4.5 x 3.65 x 3.25 mm thickness (5+2+2 m ) length respectively and total 9 m long with pole cap, base plate in provided foundation (weight 113 kg) as per specification no. OH-PL/STP. (SSR Item No 8-1-3, Page No.146)

Supplying and erecting Street light bracket for erection of Double fitting made from 40 mm. dia ‘B’ class G.I. pipe 1.0 m. in length along with pole cap of 300 mm length 100 mm dia duly welded as per specification no. FGBKT/BPC. (SSR Item No.2-7-6, Page No.32)

Supplying and erecting HPSV lamp 3 pin BC/Screwed cap head /pin type 230V, 150 W SON type .(SSR Item No.2-7-16, Page No.35)

Supplying, erecting & terminating FR XLPE insulated, galvanised steel formed wire armoured (strip) cable 1100 V, 3 1/2 core 35 sq. mm. copper conductor complete erected with glands & lugs, on wall/ trusses/ pole or laid in provided trench/ pipe as per specification no. CB-LT/CU (SSR Item No.7-2-21, Page No.131)

Excavation for foundation in Hard murum including removing the excavated material upto a distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 00 to 1.5m.) By Manual Means (SSR Item No.21.01 Page No.153)

Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc. complet (SSR Item No.21.40 Page No.157)

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 out water, 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 (Crushed sand VSI grade) (SSR Item No.24.01 Page No.175)

Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering and compaction etc. complete (SSR Item No.21.37 Page No.157)

Providing second class Burnt Brick masonry with conventional/ I.S. type bricks incement mortar 1:6 in plinth as backing in composite masonry including bailing out watermanually, striking joints, raking out joints and watering etc Complete (SSR Item No.27.03 Page No.197)

Providing second class Burnt Brick masonry with conventional/ I.S. type bricks incement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete (SSR Item No.27.05 Page No.197)

Providing and laying in situ /Ready Mix cement concrete M-20 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations,grillage and footings of R.C.C. columns and steel stanchions etc. including bailingout water, Steel centering formwork, laying/pumping cover blocks, compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcementand structural steel) etc. complete, with fully automatic micro processor based PLC withSCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc.complete. With fine aggregate (Crushed sand VSI Grade) (SSR Item No.25.11 Page No.178)

Providing and laying Cast in situ/Ready Mixcementconcrete M-20 of trap /granite /quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing oras directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete.(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. mplete. With fine aggregate (Crushed sand VSI Grade) (SSR Item No.25.31 Page No.179)

Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap / granite/quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) (SSR Item No. 25.50 Page No.181)

Providing and laying Cast in situ/Ready Mix cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) (SSR Item No. 25.70 Page No.182)

Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete. (SSR Item No.26.33 Page No.188)

Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 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 (SSR Item No.32.11 Page No.209)

Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complet (SSR Item No.32.04 Page No.209)

Providing and applying plastic emulsion paint of approved quality, colour and shade to new surface in three coats including scaffolding, preparing the surface. (excluding primer coat) etc. complete (SSR Item No.36.14 Page No.228)

Providing and applying three co

ats of water proof cement paint of approved manufacture and of approved colour to new plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc. complete (SSR Item No.35.15 Page No.224)

Excavation for roadway in earth, soil of all sorts, sand, gravel or softmurum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts up to a lead of 50 m. and spreading for embankment or stacking as directed. (SSR Item No.2.11 Page No.23)

Supplying soft murum at the road site, including conveying and stacking complete. (SSR Item No.2.29 b Page No.25)

Spreading hard murum/ soft murrum/ gravel or kankar for side width complete (SSR Item No.2.30 Page No.25)

Compacting the hard murum side widths including laying in layers one achsid ewith vibratory roller including artificial watering etc. complete (SSR Item No.2.31 Page No.25)

Construction of granular sub-base by providing close graded material ,spreading in uniformlayers with motor grader/Paver on prepared surface ,mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401--By Mix in Place Method and Grading-II Material (SSR Item No.3.05 Page No.27)

Construction of dry lean cement concrete Sub-base over aprepared 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 25mm,, cement content not to be less than150kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7days, mixed in a batching plant/Weigh batchmixer, transported to site with all leads and lifts, laid with a paver with electronic sensor/by suitab lemeansasa pproved by Engineer-in-charge, compacting with vibratory roller, finishing, curing and including preparation of sub-grade surface if required etc. complete. with fully automatic microprocess or based PLC with SCADA enabled reversible Drum Type mixer/concrete Batch mix plant (Panmixer) etc. complete. (SSR Item No.5.13 Page No.43)

Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395 : 1997 below concrete pavement including all materials and labour complete .(SSR Item No.5.19 Page No.44)

Providing and laying in-situ M30 Grade un reinforced plain cement concrete pavement over aprepared sub base with 43 grade cement, coarse and fine aggregate (natural sand/VSI grade finely washed crushed sand)conforming to IS383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/non tilting mixer and Weigh bat er as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver, compacted and finished in a continuous operation, finishing to line sand grades as directed by Engineer-in-charge and curing by curing compound/by providing cement vatain cement Mortar1:[email protected] X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top with depth of 75 mm and maintaining the same through out curing period by any other method approved by Engineer-in-charge. with fully automatic microprocessor based PLC with SCADA enabledreversible Drum Typemixer/concrete Batch mixplant (Pan mixer) etc. complete. (SSR Item No.5.01 Page No.37)

Providing and fixing mild steel grill work for windows, ventilators etc. 20 Kilogram/ One Square Metre as per drawing including fixtures, necessary welding and painting with one coats of anticorrosive paint and two coats of oil painting complete (SSR Item No.40.01 Page No.264)

Excavation for foundation/pipe trenches in hard murum including removing the excavated material upto a distance of 50M 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) (Excavation) MJP SSR It. No. 2 Page No. 37 (Lift 0 to 1.5m)

Excavation for foundation/pipe trenches in hard murum and boulders,W.B.M. road includin gremoving the excavated material upto a distance of 50M beyond the area 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-3/259) (Excavation) MJP SSR It. No. 3 Page No. 37 (Lift 0 to 1.5m)

Excavation for foundation/pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removingthe excavated material upto a distanceof 50M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excludingbackfilling, etc. complete. (Bd-A 4/259) (Excavation) MJP SSR It. No. 5 Page No. 37 (Lift 0 to 1.5m)

Providing D.I. pipes (push on joints pressure pipesof D. I. of following class and diameters confirming to the I.S.specification in clusive 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 incharges(IS1536/2001forpipesand IS158/1969 and IS12820/1989 or latest edi tion/revision with amendments for Rubber Gaskets. (D.I. special) MJP SSR It. No. 3 Page No. 69 (300 mm Dia)

Providing and supplying instandard lengths PolyethelenePipes,confirmingtoIS4984/14151 / 12786 / 13488withnesessary jointingmaterial like mechanical connector i.e.thread/ insert joint/ quick releasecoupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloadingcharges, conveyancetothedepartmental stores&stacking thesame in closedshadeduly protecting from sunrays&rains, excludingGST leviedbyGI & GOMinallrespectetc.complete as per IS:4984/2016 HDPE pipes upto 110mm Dia shall be in coil form. (HDPE pipes) MJP SSR It. No. 1 Page No. 123 (200mm PE-100,10Kg/Sq.cm:)

Providing and supplying instandard lengths PolyethelenePipes,confirmingtoIS4984/14151 / 12786 / 13488withnesessary jointingmaterial like mechanical connector i.e.thread/ insert joint/ quick releasecoupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloadingcharges, conveyancetothedepartmental stores&stacking thesame in closedshadeduly protecting from sunrays&rains, excludingGST leviedbyGI & GOMinallrespectetc.complete as per IS:4984/2016 HDPE pipes upto 110mm Dia shall be in coil form. (HDPE pipes) MJP SSR It. No. 1 Page No. 123 (90mm PE-100, 6Kg/Sq.cm:)

Lowering laying and jointing with SBR ruber gasketsC.I.S/Spipesof various classes with CI /MSspecialsof following diameter in proper position, grade and alignment as directed by Engineer-in-charge including conveyance of material fromstores tositeof work, including cost of jointingmaterialsandrubber rings labouretc.complete. (CI pipes) MJP SSR It. No. 2 Page No. 68

Lowering, Laying and Jointing H.D.P.E./ M.D.P.E.pipes in proper position including all specials by compre

ssion fitting/electro fusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loadingclampetc. andall labours as directedbyengineer inchargeasperIS-7634Part II (HDPE pipes) MJP SSR It. No. 2 Page No. 125 (200mm,10Kg/Sq.cm:)

Lowering, Laying and Jointing H.D.P.E./ M.D.P.E.pipes in proper position including all specials by compression fitting/electro fusion and butt fusion jointing procedure as per relevent IS Code complete with all materials for jointing procedure like Electrofusion machine, Electric heater/butt fusion welding machine with hydraulic jack, top loadingclampetc. andall labours as directedbyengineer inchargeasperIS-7634Part II (HDPE pipes) MJP SSR It. No. 2 Page No. 125 (90mm, 6Kg/Sq.cm:)

Providing, double flanged short body pattern type manually operated Butterfly Valve havingbody, disc andend cover in graded cast iron to IS-210 Gr.CF 200 generally confirming to IS-13095-1991, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainlesssteel riding intefl on bearing including inspection charges,transportationup to departmental store, unloading, stacking excludingGST leviedbyGOI&GOMinall respect etc. excluding C.C. foundation /structuralsteelsupport ( Pipes appur) MJP SSR It. No. 3 Page No. 147 (200 mm butterfly valve)

Providing, double flanged short body pattern type manually operated Butterfly Valve havingbody, disc andend cover in graded cast iron to IS-210 Gr.CF 200 generally confirming to IS-13095-1991, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainlesssteel riding intefl on bearing including inspection charges,transportationup to departmental store, unloading, stacking excludingGST leviedbyGOI&GOMinall respect etc. excluding C.C. foundation /structuralsteelsupport ( Pipes appur) MJP SSR It. No. 3 Page No. 147 (80 mm butterfly valve)

Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including costo fall labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete.(Rate for all class of valves.) ( Pipes appur) MJP SSR It. No. 4 Page No. 148 (200 mm butterfly valve)

Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including costo fall labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete.(Rate for all class of valves.) ( Pipes appur) MJP SSR It. No. 4 Page No. 148 (80 mm butterfly valve)

Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, layingofspecialsandpipesin theirposition, refilling,closingthewatersupply in that area, dewatering and restarting the water supply, etc. completeas directedby Engineer-in-charge for followingdiameters ofexisting pipeline, irrespective ofdiameter of branchline. (Thenumberof joints involved will bepaidseparatelydependingupon the natureof jointsandrequiredpipes,valvesand specialswillbesuppliedfreeofcostatstores. (Miscellaneous) MJP SSR It. No. 10 Page No. 58

Valve Chamber with Precast RCC Covers 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. (Section L) MJP SSR It. No. 1A Page No. 283

Refilling the trenches with available excavated stuff with soft material first over pipe line and then hard material in15cm layers with all leads and lifts including consolidation,surcharging,etc.complete. (Excavation) MJP SSR It. No. 15 Page No. 40

Hydraulic testing of C.I./D.I. pipe line to specified pressure in cluding costo fall materials and labour andwater for testing for specified length including cutting,placingend capmaking arrangement for filling safe water using reciprocating type pumps which should be able to provides pecified test pressure gauges and other necessary equipments, labour, operation charges,etc. requiredfor testing.Therateunder this item shall also include cost of retesting, if necessary and reinstating to original position using water supplied by the contractor. (CI pipes) MJP SSR It. No. 12 Page No. 70 (C.I.L.A. Class / Morter inlined D.I. K-9/K-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,placingend cap making arrangement for fillingsafewater using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessaryequipments, labour,operationcharges, etc. requiredfor testing.Therateunder this item shall also includecost of retesting, if necessary andreinstatingtooriginalposition. (HDPE pipes) MJP SSR It. No. 3 Page No. 126