CONSTRUCTION OF PIPARIYA KARKAT PAMAKHEDI ROAD WITH ELECTRIFICATION WORKS LENGTH- 4.50 KM PAC 431.02 LAKH

SUB ENGINEER(E/M) SDO(E/M)

ANNEXURE-G

NIT SCHEDULE FOR THE CONSTRUCTION OF

PIPARIYA KARKAT PAMAKHEDI ROAD LENGTH-4.50 KM WITH ELECTRIFICATION WORKS

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

PAC RS- 431.02

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.

A. In area of light jungle

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.

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.

Exisiting Embankment

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

30% Qty. of Roadway Cutting Ordinary Soil

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.

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)

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

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

5.6Bituminous 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.

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)

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.

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

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) 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.

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) 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

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.

(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

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.

(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

2.5 Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical meansusing pneumatic tools, breaking to pieces not exceeding 0.02 cum involume and stock piling Serviceable material at dsignated locationsand disposal of unserviceable materials up to a lead of 1000 meters,

6.1 Dry Lean Cement Concrete Construction of dry lean cement concrete Sub- base over a prepared sub-grade or drainage layer with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determinedduring trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver finisher with electronic sensor, compacting with 8- 10 tonnes vibratory roller, finishing and curing as per clause 601 of specification complete in all respect.

6.2-Deduct from Item No.6.1 above if paver finisher with electronic sensor, vibratory roller are not used and laying, compaction is done by any other method. (The acceptance criteria regarding level, thickness, surface regularity, texture finish, strength of concrete and all other quality control measures shall be the same as in case of machine laid work.) . Note:-This item is to be executed with prior written permission from the C.E.

6.3 Cement Concrete Pavement Construction of un-reinforced, dowel jointed, plain cementconcrete pavement with M-40 grade concrete o

ver a prepared subbase with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm,mixed in a batching and mixing plant as per approved mix design,transported to site, laid with electroni sensor slip form paver, spread, compacted and finished in a continuous operationincluding provision of contraction, expansion, construction andlongitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved,curing compound, finishing to lines and grades as per drawing asper IRC 15 2011 and as per relevant clauses of section 602 ecifications complete but excluding cost of steel in dowel barand tie rods etc. including groove cutting for width of 4 mm- 6mmand 1/3rd depth of PQC within 8-10 hrs of placing/ finishing ofPQC including cleaning of groove and providing approved sealantfilling etc. as per clause 602.2.10 and 600.10 and IRC-57-2006 asper drawing and as per specification.

6.5 Deduct from Item No.6.3 & 6.4 above if paver with electronic sensor is not used and laying, compaction is done by any other method (The acceptance criteria regarding level, thickness, surface regularity, texture finish, strength of concrete and all other quality control measures shall be the same as in case of machine laid work.)

6.8 Providing and fixing Steel in dowel bar and tie rod including craddle, laps etc. complete required as per design.

(a) Mild steel confirming to IS: 432:1982

ii) Tor steel

88.39 Road Marking with Hot Applied Thermoplastic Compoundwith Reflectorizing Glass Beeds on Concrete surface.Providing and applying (Cleaning of concrete surface and afterapplying Concrete primer) thermoplastic compound havingcomposition of binder (Regin) minimum 18 %, titanium dioxideminimum 10 % and intermixed glass beed, minimum 30% ofbrand like Asian, Burger or equivalent make of 2.5 mm thickincluding drop down reflectorizig, glass beeds @ 250 gms persqm area thickness of 2.5 mm is exclusive of surface appliedglass beeds as per IRC:35 along with concrete primer. Thefinished surface to be level, uniform and free from streaks andholes, all complete as per clause 803 of specifications.

Edges

12.1 Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. as per relevant clauses of section 300 & 2100 in

I Ordinary soil ( including back filling with approved material) (i) Depth upto 3 m

II Ordinary rock (not requiring blasting)

(ii) Depth upto 3 m

Recovery of Hard Rock

Total

A 1000 mm dia

A 1000 mm dia

Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100.

Total =

16.5 Providing and laying suitable designed Filter material underneath pitching in slopescomplete as per drawing and Technical specification

Total =

PCC M20 Concrete with plant (Drum Type) and placing

Total =

RCC M-25 Concrete with plant (Drum Type) and placing

Total =

Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications and as per relevant clauses of section 1600.

SUBSTRUCTURE

Total =

PCC Grade M-20 Concrete with plant (Drum Type) and placing

Total =

RCC Grade M-25 Concrete with plant (Drum Type) and placing

Total =

SUPER STRUCTURE

Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications and as per relevant clause of section 1600

Total =

RCC Grade M 30, a) Concrete with plant (Drum Type) and placing (i) (i) Solid Slab 1 Height up to 5 m

Reinforced Cement Concrete Crash Barrier Providing of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MoRT&H circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified.

Total =

Supplying, fitting and placing HYSD bar reinforcement in super -structure complete as per drawing and technical specifications

Total =

Providing and laying Cement concrete wearing coat 75 mm thick with M-30 grade concrete with cement , coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 19 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with static paver,spread, compacted and finished with power trowel in a continuous operation including provision of dmixtures as approved, curing compound, finishing to lines and grades as per drawing but including cost of steel etc. including reinforcement, texuring with texuring brush complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications.

Total =

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.

Total =

Providing and laying of Filter media with granularmaterials/stone crushed aggregates satisfying the requirementslaid down in clause 2504.2.2 of MoRTH specifications to athickness of not less than 600 mm with smaller size towards thesoil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the fullheight compacted to a firm condition complete as per drawingand technical specification

Total =

Providing weep holes in brick masonry/plain/reinforced comcrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1 V : 20 H towards drawings foce.Complete as per drawing and technical specification.

Total =

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

Total =

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

Total =

CRM Below Approach Slab

Total =

PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification and as per relevant clauses of section 1700.

Total =

Reinforced cement concrete approach slab (Gard of concrere M 30) 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.

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 s

In CC Road Portion

ides 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.

In CC Road Portion

9.16 Construction of RCC drain 0.75 m x 0.75 m inside dimension lined with 135 mm thick RCC, M-20 side walls, 135 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 @ 150 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.

9.17 Construction of RCC drain 0.60 m x 0.60 m inside dimension lined with 120 mm thick RCC, M-20 side walls, 120 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 8 mm dia vertical bars @ 150 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.