SPECIAL STRENGTHENING OF INAYATPUR JHOLSI ROAD LENGTH- 5.00 KM PAC 253.48 LAKH

SPECIAL STRENGTHENING OF INAYATPUR JHOLSI ROAD LENGTH- 5.00 KM PAC 253.48 LAKH

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ANNEXURE-G

NIT SCHEDULE FOR THE

SPECIAL STRENGTHENING OF INAYATPUR JHOLSI ROAD LENGTH- 5.00 KM

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 for road & for Bridge

PAC RS- 253.48 LAKHS

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.

3.12 Scarifying existing bituminous surface to a depth of 50 mm bymechanical meansScarifying the existing bituminous road surface to a depth of 50 mm anddisposal of scarified material with in all lifts and lead up to 1000 meters.

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.

total 10 % area

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 per clause 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.

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 specificatio

5.1 Prime Coat Over WMM/WBM (i) Providing and applying primer coat with catonic bitumen emulsion on prepared surface of granular Baseincluding cleaing 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 andas per relevant clauses of section-503 of specifications.

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

5.6 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 an Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tndem rollers to achieve the desired compaction as per clause 505 of specification complete in all respects.

(iv) for Grading II (26.5 mm nominal size) Bitumen Content minimum 4.5% with bitumen 60/70 (VG 30)

5.7 Bituminous 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 an Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory tandem and pneumatic tyre rollers to achieve the desired compaction as per clause 507 of specification.

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

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.

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

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

a) 300 mm Di

9.2 Providing and Laying Reinforced Cement Concrete PipeNP4/prestrssed concrete pipe on first class bedding in single row.Providing and Laying Reinforced cement concrete pipeNP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row includingfixing collar with cement mortar 1:2 but excluding excavation,protection works, backfilling, concrete and masonry works in head walls and parapets.A 600 mm dia

b) 600 mm Di

8.36 Kilo Metre Stone Reinforced cement concrete M15grade kilometre stone of standarddesign as per IRC:8-1980, fixing in position including paintingandprinting 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 retro-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 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 conformto Table 6.1 of IRC:67:2012 and Table 800-1 of MoRT&H specification 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 to clause 801.3.7 with digital printing ink or ofcutout from transparent durable overlay or cutout from the same type of reflecting sheeting for cautionary/ mandatory/ signs, supported onMS sign post of size 80 x80 x 3mm Square pipe of 3 meter over alllength and fix to ground by means of properly designed foundation ofdimension 450x450x600mm with M20 grade concrete. The ACMsheet shall be fixed to the post with four minimum four numberbreakaway bolts. & supported with a back support frame f25x50x1.25mm tubular frame with the help of suitable sizes pop rivettes of 6mm or by the help of G I / Nickle Chome plated nut &bolts to be hammered after tightening. 10 years warranty for RetroReflection Sheeting to be p

transparent durable overlay or cutout from the same type of reflecting sheeting for cautionary/ mandatory/ signs, supported on MS sign post of size 75mm x75mm x 6mm of 3.60 meter over all length and fix to ground by means of properly designed foundation of dimension 450x450x600mm with M20 grade concrete. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. & supported with a back support frame of 25mmx25mmx3mm angle. 10 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC: 67:2012 & a certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2012 for the product offered shall be submitted by the contractor. Note:- Manufacture name and date of manufacture is to be printed (Embossed) at the backside of the board.

i) 90 cm equilateral triangle

iv) 80 mm x 60 mm rectangular

iiv) 90 cm high octagon

8.7 Direction and Place Identification signs more than 0.9 sqmsize board.Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2022 made of highintensity Micro-Prismatic Grade Sheeting (Type IV) vide IRC:67:2022 clause 6.7.3.2 and clause 801.3.3 of MoRT&H fixed over Aluminum composite material sheet with thermoplastic coreof Low density polyethylene (LDPE) between two thickskins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness .3 on both side, the ACM shallconform to Table 6.1 of IRC:67:2022 and Table 800-1 ofMoRT&H specification a

an IRC Accredited triangular sign post of size 75mm x 60 mm x60 mm (4 MM wall thickness) made of advance polymer composite of 3.60 meter over all length and fix to ground by means of properly designed foundation of dimension 450x450x600mm with M20 grade concrete. The ACM sheet shall be fixed to the post with four minimum number breakaway bolts. & supported with a back support frame of 25mmx25mmx3mm angle. 10 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture as per clause 6.9 of IRC: 67:2012 & a certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2012 for the product offered shall be submitted by the contractor. Note:- Manufacture name and date of manufacture is to be printed (Embossed) at the backside of the board.

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 intermixed glass beed, minimum 30% of brand like Asian, Burger orequivalent 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 per IRC:35.The finished surface to be level, uniform and free fromstreaks and holes, all complete as per clause 803 ofspecifications.

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

8.17 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 postwill 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

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

IV Hard rock (blasting Prohibited )

Recovery of Hard Rock

9.1 PCC M-15 in Foundation Plain cement concrete M-15 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. as per MORT&H Specification 409.

9.8 Providing P.C.C. M-15 Nominal mix for hume pipe culverts in foundation and sub structure etc. as per drawing and as per relevant clauses of section 1500, 1700, 2100 and 2900.

Total

9.2 Laying Reinforced Cement Concrete Pipe NP4 /prestrssed concrete pipe on first class bedding in single row. Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets.

A 1000 mm dia

9.3 Providing and Laying Reinforced cement concrete pipe NP4 / prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in triple row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets and as per relevant clauses of section-2900

A 1000 mm dia

FOUNDATION

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

Total =

Provdiing and laying Plain/Reinforced cement concrete inopen foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with .

Total =

12.33 Supplying, fitting and placing un-coated HYSD barreinforcement in foundation complete as per drawing andtechnical specifications and as per relevant clauses of section1600

Total =

SUBSTRUCTURE

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications

Total =

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

Total =

SUPER STRUCTURE

14.1 Providing and Placing Reinforced/Prestressed cement concrete insuperstructure e/x reinforcement as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 in

Total =

14.4 Supplying, fitting and placing HYSD bars reinforcement in superstructure complete as per confirming to IS 1786:2000 drawing a

Total =

14.11 Providing and laying Cement concrete wearing coat 75 mm thickwith M-30 grade concrete with cement , coarse and fine aggregateconforming to IS 383, maximum size of coarse aggregate notexceeding 19 mm, mixed in a batching and mixing plant as perapproved mix design, transported to site, laid with static paver,spread, compacted and finished with power trowel in a continuousoperation including provision of admixtures as approved, curingcompound, finishing to lines and grades as per drawing butincluding cost of steel etc. including reinforcement, texuring with texuring brush complete as per drawing and Technical Specifications and as per relevant clau

Total =

13.8 Back filling behind abutment, wing wall and return wallcomplete as per drawing and Technical specification and as perrelevant clauses 305 of specifications and as per appendix 6 ofIRC-78

Total =

13.9 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 towards the wall and provided behind entire surface after abutment, returnwall and wing wall to the full height compacted to a firm conditioncomplete as per drawing and technical specification.

Total =

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

Total =

(ii) Providing & fixing 20 mm thick compressible fibre boardin expansion joint complete as per drawing & TechnicalSpecification.

Total =

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

Total =

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

Total =

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

Total =

16.4 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

A Stone/Boulder

Total =

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

High Embankment slope

Total =

TOTAL-

SAY RS-

SUB ENGINEER SDO

PWD SUB DN KHURAI PWD SUB DN KHURAI