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| 1 | Item No.1: Road Maintenance (Guhagar Karad NH-166E section) |
| 2 | Item No.1.1: Trimmingofgrass,shurbsandweedsfromthe shoulders /bermsanddisposingoffthesametosuitable locations etc. Complete |
| 3 | Item No.1.2: Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils. |
| 4 | Item No.1.3: Excavation for catch / side water gutters inHard rock strata to the specified section including stacking the excavated stuff in a regular bund by chiselling and wedging and disposing of unsuitable or excess stuff as directed. |
| 5 | Item No.1.4: The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains etc. Complete |
| 6 | Item No.1.5:Maintenance of Hume pipe Culvert by way ofClearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing etc. Complete |
| 7 | Item No.1.6: Supplying hard murum/ kankar at the road site, including conveying and stacking complete. I No 2.29a & Including Spreading hard murum/ soft murrum/ gravel or kankar for side width complete. I No 2.30 & Including Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 8 | Item No.1.7:Spreading hard murum/ soft murrum/ gravel or kankar for side width complete |
| 9 | Item No.1.8:Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. |
| 10 | Item No.1.9::Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section,watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed. |
| 11 | Item No.1.10:Providing and Laying hot appliedthermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive indexeflectorizing glass beads @0gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance forIRC 35:2015) |
| 12 | Item No.1.11:Providing and fixing Mandatory/Regulatory sign boards in circular shape of ______ mm diamade out of ____mm aluminum sheet bonded with white retro reflective sheeting ofClass B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. ofM. S. angle iron post of size65 mm X 65 mm X 6 mm, 3.45 m long,duly paintedwithwith flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warrantyfrom the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificatein original should be submitted to the Engineer in charge by the contractor/supplier. |
| 13 | Item No.1.12:Providing and fixing Cautionary/Warning sign boards inEquilateral Triangle size of ____mm made out of___mm aluminum sheet bonded with white retroreflective sheeting of ClassB (TypeIV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified background, border and backside retoreflctive symbols, letters,numerals,arrowasper IRC:67-2012 TableNo8.3 Supported with back support frame 25mmx25mmx3mm,duly painted on back side with greystove enamel paint and supported on one no.of M.S.angle iron post of size 65mmX65mm X6mm,3.45m long, duly paintedwith flat oilpaint having alternate black and white bands of 25cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cmX60cmX75cm including transportation etc;complete.Class B(TypeIV High intensity micro-prismatic grade sheeting-HIP)shall have7years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in origina lshould be submitted to the Engineer in charge by the contractor/supplier. |
| 14 | Item No.1.13: Road Delineators: Supplying and installation of delineators (Roadway Indicators,Hazard markers,Object markers) 80 to100 cm high above ground level,painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia.Circular reflectorised panels at the top,buried or pressed into the ground and confirming to I.R.C. 79 and the drawings. |
| 15 | Item No.1.14:Providing and laying cement concrete pipe of IS 458 -1988 NP II class of 600mm dia meter in proper line, level and slope including providing, fixing collar in cement mortar 1:2 complete. |
| 16 | Item No.1.15: Metal Beam Crash Barrier -- Type - A, W : Metal Beam Crash Barrier (Providing and erecting a W metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)\" |
| 17 | Item No.1.16:Providing and fixing in position Guard Railing as per Drg.No. 15 Type C dt. 20-4-79, with 3 rows of 50mm dia.G.I.pipe 30cm apart and fixed in M.S.channels of section 125x65x6mm spaced 2.5 C/c 1:2:4 c.c .bedding of size 45x30cm.as per detailed drawing,with 3coats of approved yellow and black paint including necessary excavation in any strata |
| 18 | Item No.17.1Removing land slide by excavation in earth soil of all sorts, snad, gravel or soft murum, Hard murum and soft rock including dressing section to the required grade and side slopes and coveying the excavated material with all lifts upto a lead of 5 Km and spreading for embankment or stacking as directed. |
| 19 | Item No.17.1 A) In earth soil of all sorts, sand, gravel or soft murum, Hard murumetc. |
| 20 | Item No.17.02 B) In soft rock |
| 21 | Item No.1.18Removing land slide by excavationin hard rock, bybreaking / chisellinghard rock massesincludingtransportation ,conveying the excavated materials with all lifts upto a lead of 5.00 KM. and disposing at safe places as directed etc. complete. |
| 22 | Item No.1.19Scalling of rock chunk lying on the slope i/c all cost of machineries, cost of crackamita poweder if required making the ramp etc, all cost of labour, material, breaking of rock piece using breaker and disposal of muck within a lead of 5 km as per drawongs and direction of Engineer incharge, Technical Specification. |
| 23 | Item No.1.20Excavator (JCB JS140/Tata Hitachi EX120 ) Can be used forsrapping, SSR-2022-23 rate from machinery sr. no -13. pg no. 547 |
| 24 | Item No.1.21 Tipper -6 cum (20 Km/Hr) used for disposal of Wastage and sludge and debris, sludgeand trunk and branches of tree waste material found in cleaning |
| 25 | Item No.1.22 Cutting of branches of trees and shrubs from the road way or with in R.O.Wincluding disposal of wood and leaves to suitable location etc. complete |
| 26 | Item No.1.23 Unskilled labours for rain cuts |
| 27 | Item No.1.24 Skilled Assistants-on the site for supervision on night during rainy season |
| 28 | Item No.1.25 Excavationforfoundation inhardmurumandbouldersincludingshoringandstrutting,dewateringas necessary and disposing off excavated stuff as directed etc. complete. |
| 29 | Item No.1.26 Excavationforfoundationinhardrockbychisellingandwedgingorlinedrillingincludingshoringand strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete. |
| 30 | Item No.1.27 Providing and laying in situ M15 PCC of trap/ granite /quartzite /gneiss metal for the bottom plugs of wells in the dry condition including compaction and curing wherever necessary etc. complete. (with fully automatic micro processor based PLC with SCADA enabled with reversible drum type mixer withcrushed sand) |
| 31 | Item No.1.28 Providing and laying in situ M30 controlled cement concrete of trap/ granite/ quartzite/ gneiss metal for RCC work in solid/(Wall) deck slab etc. including ramming, vibrating, curing, formwork, centering and finishing in cement plaster excluding reinforcement etc. |
| 32 | Item No.1.29 Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. |
| 33 | Item No.1.30 Providing weep holes in brick masonry /plain /reinforced concrete abutment, wing wall / return wall with 100mm diameter AC pipe extending through the full width of the structure with slope of 1V: 20H towards drawing face as per drawings and technical specifications etc. complete. |
| 34 | Item No.1.31 Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete. |
| 35 | Item No.1.32 Providing and laying perforated PVC 160 mm dia pipe in proper line,leveland slope including necessary material fitting etc. complete. |
| 36 | Item No.1.33Excavation 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. |
| 37 | Item No.1.34 Excavation for roadway in soft rock, 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 or stacking as directed. |
| 38 | Item No.1.35 Providing and casting in situ / ready mix PCC M15 grade of trap metal for coping to head walls / parapet including centering, form work, compaction and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ) |
| 39 | Item No.1.36 Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA |
| 40 | Item No.2Road PropertyMaintenance(Guhagar Karad NH-166E section) |
| 41 | Item No.2.1 Repair of RCC railing to bring it to the original shape, cleaning and repainting as per drawings etc. complete |
| 42 | Item No.2.2 Repair of steel railing to bring it to original shape cleaning and repainting as per drawing etc. complete |
| 43 | Item No.3Pavement Maintenance (Guhagar Karad NH-166E section) |
| 44 | Item No.3.1 Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader /Paver on prepared surface,mixing by mix in placemethod with rotavator at OMC, and compacting with vibratory roller to achieve thedesired density, complete as per clause401--By Mix in Place Method and Grading-IMaterial |
| 45 | Item No.3.2 Providing and constructing 75 mm. thick ModifiedPenetration Macadam (MPM) road surface including all materials, preparing the existing road surface, spreading 40 mm. stone metal layers 100% crusher broken metal with conical crusher plant heating and spraying thebitumen of specified grade @ 2 Kg/sqm, spreading 12 mm.size chips compacting with three wheel static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete.Including picking of existing WBM surface. (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 46 | Item No.3.3 BITUMINOUS MACADAM:--Providing and laying bituminous macadam using crushed aggregate of Grading 1, premixed with bituminous binder, transported at site with VTS, laid over a previously preparedsurface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 80/100mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential featuresof Hot mix plant as per IRC-27 2009 specified conditions and attachments such as electronic load sensorbased belt conveyers,automatic synchronization of bitumen and aggregate fedder,built in dust controllersystem and PLC for Drum Mix plant ,Sensor paver,and Vibratory roller excluding prime/Tack coat etc.complete --Bitumen 3.30% of specified grade (VG-30 bulk bitumen rates are considered to arrive at rates) |
| 47 | Item No.3.4 Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coatas per MORTH specification clause 3004.1 and 3004.2 |
| 48 | Item No.3.5 Routine Maintenance (5.13 Lakh per KM per year) |
| 49 | Item No.4 Road Property maintenance (Zarap Patradevi NH 66 Section) |
| 50 | Item No.4.1 Providing and applying two coats of flat oil paint of approved colour and shade to internal /external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. + Providing and applying priming coat on concrete/ masonary/Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete. |
| 51 | Item No.4.2 Maintenance of Hume pipe Culvert by way of Clearing,Cleaning,Erosion repair,repairs to cracks, parapet wall and protection work as per drawing etc. complete |
| 52 | Item No.4.3 Maintenance of road signs by way of cleaning and repainting of mandatory/requlatory/cautionary / informatory and place identifications sign board as per drawings etc. complete |
| 53 | Item No.4.4 Cutting of branches of trees and shrubs from the road way or within right of way including disposal of wood and leaves to suitable location, etc. complete. SSR 2022-23 I/P 8.16 258.00 |
| 54 | Item No.4.5 Suppling Mazdoor - Unskilled Heavy Male for work @ road site as per instructions of engineer in charge SSR 2022-23 Labour Rates 36 |
| 55 | Hiring J. C. B. for removing material / tree / debris etc. from road site as per instructrions of engineer in charge SSR 2022-23 I/P RATES OF PLANT AND MACHINERY 9/547 1272.00 |
| 56 | Item No.4.6Hiring tractor with trolly for conveying material / tree / debris etc. from road site as instructrions of engineer in charge SSR 2022-23 I/P RATES OF PLANT AND MACHINERY 51/547 398.00 |
| 57 | Item No.4.7 Repair of steel railing to bring It to original shape cleaning and repainting as per drawing etc. Complete |
| 58 | Item No.4.8 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, 70 cm above road/ ground level, fixed on ISMC series channel vertical post, 150x75x5mm spaced 2m centre to centre, 1.8m high, 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 to be fixed on the vertical post with as pacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810)\"\" Rate as per SSR 2021-22 I/P 7.30/55 |
| 59 | Item No.4.9 Road Delineators:Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings . SSR 2022-23 It no 6.15 |
| 60 | Item No.5 Road Maintenance(Zarap Patradevi NH 66 Section) |
| 61 | Item No.5.1 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. |
| 62 | Item No.5.2 Excavation for road way 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 up to a lead of 50m.and spreading for embankment or stacking as directed. |
| 63 | Item No.5.3 Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50m,not less than97%of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller.ssr 2022-23 2.23 |
| 64 | Item No.5.4 Providing earthwork in embankment with approved materials obtained from other sources upto lead of 50m. 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) |
| 65 | Item No.5.5 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, 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 - I Material |
| 66 | Item No.5.6 Provingand laying DenseBituminousMacadam(DBM) for wearing course over bridge deck usingcrushedaggregatesof grading2, pre mixed with bituminous binder VG-30 Bitumen @ 4.50 percent by weight of total mix and filler, transported to site with VTS, laid over a previously preparedsurface,finishedto therequiredgrade, level,alignment, and rolling to achieve the desired density for specified compacted thickness. USING80TPHBatchmixtypehotmixplantwithSCADA,Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachmentwith Stone Dust filler. |
| 67 | Item No.5.7 BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG30 bulk bitumen rates are considered to arrive at rates)ingtack coat 0.25 Kg /M2using VG 10 grade. |
| 68 | Item No.5.8 Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface-Providing and laying of hot applied thermoplastic compound 2.5 mmt thick including reflectorizing glass beads @250gms per sqm area,thickness of 2.5 mm is exclusive of surface applied glass bead as per IRC:35. The finished surface to bed level, uniform and free from streaks and holes.complete. |
| 69 | Item No.5.9 Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately etc. complete. |
| 70 | Item No.5.10 Providingsolingusing80mm size trapmetalin15cm.layer includingfillingvoidswith Crushedsand/grit,ramming, watering etc complete.(SSR Item No21.40) |
| 71 | Item No.5.11 Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete. |
| 72 | Item No.5.12 Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, 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 - I Material |
| 73 | Item No.5.13Wet Mix Macadam - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/ Paver. as per MORT&H 406 |
| 74 | Item No.5.14 Provingand laying DenseBituminousMacadam(DBM) for wearing course over bridge deck usingcrushedaggregatesof grading2, pre mixed with bituminous binder VG-30 Bitumen @ 4.50 percent by weight of total mix and filler, transported to site with VTS, laid over a previously preparedsurface,finishedto therequiredgrade, level,alignment, and rolling to achieve the desired density for specified compacted thickness. USING80TPHBatchmixtypehotmixplantwithSCADA,Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachmentwith Stone Dust filler. |
| 75 | Item No.5.15 BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG30 bulk bitumen rates are considered to arrive at rates)ingtack coat 0.25 Kg /M2using VG 10 grade. |
| 76 | Item No.5.16 Providing and laying perforated PVC160 mm dia pipe in proper line,level and slope including necessary material fitting etc. complete. |
