CONSTRUCTION OF PADARIYA TO BHAGWANTPURA ROAD WITH ELECTRIFICATION WORKS LENGTH- 3.50 K.M PAC 325.15 LAKH

EXECUTIVE ENGINEER(E/M)

ANNEXURE-G

NIT SCHEDULE FOR THE CONSTRUCTION OF

TOTAL A+B

The Rates are provided as per S.O.R. Issued by Engineer-in-Chief M.P.P.W.D., Bhopal w.e.f.11-04-2025 or road & for Bridge work

PADARIYA TO BHAGWANTPURA ROAD LENGTH- 3.50 K.M WITH ELECTRIFICATION WORKS

PAC RS- 325.15

A. In area of light jungle

2.2 Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees having girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

3.11- Scarifying existing bituminous surface to a depth of 50 mm by mechanical means Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.

Exisiting Embankment

3.3 Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting suitable earth to the embankment location and disposing off unsuitable earth with all lifts and lead upto 1000m as per relevent clauses of section-300 of specification.

30% Qty. of Roadway Cutting Ordinary Soil

3.14-Construction of Embankment with Material Deposited from Roadway Cutting Construction of embankment with approved materials having CBR>7 deposited at site from roadway cutting and excavation from drain or foundation of structures graded and compacted to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300

4.2 Crusher Run Macadam Sub Base/Base Course Providing crushed stone aggregate, depositing on a preparedsurface by hauling vehicles, spreading and mixing with a motorgrader, watering and compacting with a vibratory roller as perclause 410 to form a layer of sub-base/Base in accordance toTable No. 400-14, 400-15 and as per clause of section 407 ofspecifications

Total

4.3 Wet Mix Macadam Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification includingpremixing the Material with water at OMC in mechanical mixplant carriage of mixed Material by tipper to site, laying inuniform layers with paver in sub- base / base course on wellprepared surface and compacting with vibratory roller toachieve the desired density in accordance to Table No. 400-12,400-13 and as per clause of section 406 of specifications.

A Hard Shoulders (CBR value >12)

5.1 Prime Coat Over WMM/WBM (i) Providing and applying primer coat with catonic bitumen emulsion on prepared surface of granular Baseincluding cleaning of road surface and spraying primerat the rate of 0.70 to 1.00 kg/sqm using mechanicalmeans as per clause 502 of specifications

5.3 Providing and applying tack coat with cationic bitumen emulsionusing emulsion pressure distributor on the preparedbituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of pecifications.

(ii) @0.30 kg per sqm (dry & hungry bituminous surfaces /Granular surfaces treated with primer)

3.13- Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR>7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.

a) Using Batch Mix Plant of appropriate capacity

(i) for Grading I(40 mm nominal size ) Bitumen Content minimum 4% with bitumen 60/70 (VG 30)

(iv) for GradingII(19 mm nominal size) Bitumen Content minimum 4.5%with bitumen 60/70 (VG 30

5.5 Dense Graded Bituminous Macadam Providing and laying dense bituminous macadam using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers t

a) Using Batch Mix Plant of appropriate capacity

(v )for Grading-II (30-40 mm thickness ) Bitumen Content minimum 5.4%with 60/70 bitumen(VG-30)

o achieve the desired compaction as per clause 505 of specification complete in all respects

(ii) for Grading II (19 mm nominal size) bitumen content 3.5% with bitumen 60/70 (VG 30)

5.6Bituminous Concrete Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per clause 507 of specification.

(i) Case - I: Mechanical method using Penetration grade Bitumen VG 30 and HMP of appropriate capacity not less than75 tones/hour

5.11 Seal CoatProviding and laying seal coat, sealing the voids in a bituminoussurface laid to the specified levels, grade and cross fall usingType A and B seal coats, all complete as per clause 511of Specification.

(i) Case - I: Type A Providing and laying of liquid seal coatcomprising of an application of layer of bitumen binderfollowed by a cover of stony chips, All complete as perclause 511 of specification.

5.5 Bituminous Macadam Providing and laying bituminous macadam using crushedaggregates of specified grading premixed with bituminousbinder, transported to site, laid over a previously preparedsurface with Electronic Sensor paver finisher to the requiredgrade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 ofspecifications.

(i) 5th kilometre stone (precast)

(ii) Ordinary Kilometer stone (Precast)

(iii) Hectometer stone (Precast)

8.10 Retro- reflectorised Traffic signs Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign board as perIRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting(Type XI) vide IRC: 67:2012 clause 6.7.3.2 and clause 801.3.3 ofMoRT&H fixed over Aluminum composite material sheet withthermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm andaluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 6.1 of IRC:67:2012 and Table 800-1 of MoRT&Hspecification and High Intensity Micro Prismatic Grade Sheeting shallconform to Table 6.6 of IRC:67:2012 and Table 800-3 of MoRT&H specification of in the clause IRC 6.8 of the IRC 67-2012 and clause801.3.7 of MoRT&H message legend numerical letter etc. andborders shall be screen printed on high intensity micro prismatic sheeting shall conform to8.10Retro- reflectorised Traffic signs Providing and fixing of reflectorised cautionary, mandatory and informatory sign board as perIRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting(Type XI) vide IRC: 67:2012 clause 6.7.3.2 and clause 801.3.3 of MoRT&H fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 6.1 of IRC:67:2012 and Table 800-1 of MoRT&H specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 6.6 of IRC:67:2012 and Table 800-3 of MoRT&H specification of in the clause IRC 6.8 of the IRC 67-2012 and clause 801.3.7 of MoRT&H message legend numerical letter etc. and borders shall be screen printed on high intensity micro prismatic sheeting shall conform to

i) 90 cm equilateral triangle

iv) 80 mm x 60 mm rectangular

iiv) 90 cm high octagon

8.11 Direction and Place Identification signs more than 0.9 sqm size board.Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensityMicro-Prismatic Grade Sheeting (Type IV) vide IRC:67:2012 clause6.7.3.2 and clause 801.3.3 of MoRT&H fixed over Aluminum composite material sheet with thermoplastic core of Low densitypolyethylene (LDPE) between two thickskins/sheets of aluminumwith overall thickness of 4mm and aluminum skin of thickness 0.3 onboth side, the ACM shall conform to Table 6.1 of IRC:67:2012 and

8.38 Road Marking with Hot Applied Thermoplastic Compoundwith Reflectorizing Glass Beeds on Bituminous surface.Providing and applying (Cleaning of Bituminous surface) thermoplastic compound having composition of binder (Regin)minimum 18 %, titanium dioxide minimum 10 % and intermixedglass beed, minimum 30% of brand like Asian, Burger or equivalent make of 2.5 mm thick including drop downreflectorizing, glass beeds @ 250 gms per sqm area thickness of2.5 mm is exclusive of surface applied glass beeds as perIRC:35.The finished surface to be level, uniform and free from streaks and holes, all complete as per clause 803 ofspecifications.Note: - The guarantee of Thermoplastic should be minimum 3 Years.

Center line

5.9 Open - Graded Premix Surfacing Providing, laying and rolling of open - graded premix surfacingof 20 mm thickness composed of 13.2 mm to 5.6 mm aggregateseither using penetration grade bitumen or cut-bak or emulsion to required line, grade and level to serve as wearing course on apreviously prepared base, including mixing in a suitable plant,laying and rolling with a smooth wheeled roller 8-10 tone capacity, finished to required level and grades all complete asper clause 510 of specification.

(i) 100 mm thick C.C. paver block of M-35 grade with approved colour, design and pattern.

Village Area

8.23 Road Markers/Road Stud with Lense ReflectorProviding and fixing single mound twin shanked molded RoadMarkers/Road Stud made of poly carbonate or ABS body and shallsupport a load of 13635 Kg tested in accordance t ASTM D 4280and complying lo specifications of Section-5 of IRC:35-2015 andclause 804.2.2 of MORT&H and Section-5 of IRC:35-2015. hereflecting panels shall consist of number of lenses containing single ordual prismatic cubes capable of providing total internal reflection ofthe light entering the lens face. The slope or retro-reflecting surface should be 35 + 5 degree to base. The reflective marker shall be fixedto the road surface using the epoxy/ adhesives and the procedurerecommended by the manufacturer. No nails shall beused to affix themarkers so Cubes capable of that they do not pose safety hazard onthe road. The contractor shall submit a two-year replacementwarranty. for satisfactory field performance including stipulated retroreflectance of the reflecting panel. (Make- 3M /AVERY DENNISON/ORAFOL / ALCOLITEA / AUTOMARK

8.17 Metal Beam Crash Barrier A Type - A, "W" : Metal Beam Crash Barrier (Providingand erecting a "W" metal beam crash barrier comprisingof 3 mm thick corrugated sheet metal beam rail, 70 cmabove road/ground level, fixed on ISMC series channelvertical post, 150 x 75 x 5 mm spaced 2 m centre tocentre, however 5 spaces of 600mm each between verticalpost and 5 spaces of 900mm each between vertical post will be kept adjacent to RCC parapet/ concrete crashbarrier in accordance to figure 9.14 of the IRC-SP: 73-2018, 1.8 m high, 1.1 m below ground/road level, all steelparts and fitments to be galvanised by hot dip process, allfittings to conform to IS:1367 and IS:1364, metal beamrail to be fixed on the vertical post with a spacer ofchannel section 150 x 75 x 5 mm, 330 mm longcomplete as per clause 811) and treatment for metal beamcresh barrier on approach shall be modified eccentricloader terminal arrangement as shown in figure 9.12 ofIRC- SP : 73-2018 End p

6.15-Providing and laying reinforced cement concrete pipe NP-4 for service ducts below concrete pavement.

a) 300 mm Dia 400 MTR /KM

b) 600 mm Dia (Extra 7 No In Ghat Portion with Head Wall) @ 200 MTR/KM

8.41 Painting Two Coats on New Concrete SurfacesPainting two coats after filling the surface with synthetic enamelpaint in all shades on new plastered concrete surfaces

8.23 Kilo Metre Stone Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc

(i) Lime /Cement Concrete

(B) Cement Concrete Grade M-15 & M-20

VCW 1 X 1000 MM DIA

VCW SLAB

VCW 3 X 1000 MM DIA

VCW SLAB

VCW 4 X 1000 MM DIA

VCW SLAB

VCW 5 X 1000 MM DIA

VCW SLAB

Total

Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works.

C Above 900 mm

VCW 1 X 1000 MM DIA

VCW 3 X 1000 MM DIA

VCW 4 X 1000 MM DIA

VCW 5 X 1000 MM DIA

metre

6.14- Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding/laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including locking edges with M 15 cement concrete in footpath, light traffic parking etc. complete as per direction of Engineer-in-Charge.

In CC Road Portion

2.3 Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood, steel, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead upto 1000 metres.

In CC Road Portion

9.15 Construction of RCC drain 1.0m x 1.0m inside dimension lined with 150 mm thick RCC, M-20 side walls, 150 mm thick RCC M-20 bottom slab, over 100 mm thick (Av.) levelling course in PCC M-15 including excavation, dressing of sides and bottom, provision of HYSD reinforcement consisting of 8 mm dia horizontal bars @ 200 mm c/c and U-shaped 10 mm dia vertical bars @ 120 mm c/c including cutting. bending and binding wire, placing in position, with shuttering, Weep holes at drainage layer level and concreting by using concrete mixer, compaction by vibration etc complete as per direction of the Engineer-in-Charge.

12.1 A (Page - 96)

Ordinary soil

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B) Mechanical Means

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Recovery of Hard Rock

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A 1000 mm dia

A 1000 mm dia

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SUPER STRUCTURE

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02 of specifications.

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78.A Granular material

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Providing and laying of Filter media with granular materials/stonecrushed aggregates satisfying the requirements laid down in clause2504.2.2 of MoRT&H specifications to a thickness of not less than600 mm with smaller size towards the soil and bigger size towardsthe wall and provided behind entire surface after abutment, return wall and wing wall to the full height compacted to a firm conditioncomplete as per drawing and technical specification.

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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia ACpipe, extending through the full width of the structure with slopeof 1V :20H towards drawing foce. Complete as per drawing andTechnical specifications.

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(ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

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Providing and fixing in position bituminous paper bearing forslabs as per approved drawing and confirming to IS:1398.

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PCC M15 Grade leveling course below approach slab completeas per drawing and Technical specification and as per relevantclauses of section 1700.

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Reinforced cement concrete non-structural approach slab (Grade of concrete M 30) as per MOST standard drawing including reinforcement and formwork complete as per drawing and Technical specification and as per relevant clauses of section 1500, 1600, 1700 and clause 2704 of specifications

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Providing and laying Pitching on slopes laid over prepared filtermedia including boulder apron laid dry in front of toe of embankmentcomplete as per drawing and Technical specifications

High Embankment slope

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Providing and laying suitable designed Filter material underneathpitching in slopes complete as per drawing and Technical specification

FOUNDATION