KMC/ROADS/2025-2026/931

Earthwork in cutting to form road section in correct profile includingremoval of spoils not exceeding initial lead of 50m and initial lift of1.5m (Mode of measurement: pre works and post works) (ii) In mixedsoil (i,e. clay mixed with kankar, pebbles, moorum etc.) (Ref : PWD(Rds & Brdgs)-2018 It. No. 3.04 Page No.237

CHAPTER - VIII SUPPLYING OF MATERIALS HIRE CHARGES OFMACHINERIES 8.29Hire charges for engaging Air Compressormachine with minimum pressure capacity of 5.0 Kg/sq.cmarrangement including all necessary equipments and operating staff,carriage, fuel, Tools and plants all complete for cutting Road / hardcrust cutting with pneumatic hammer at desired point in water supplyworks as per direction of EIC . a) With Pneumatic hammers For minimum engagement of 8 hrs. In a day

Taking out stone slab of kerb & channel of road side drain andstacking as directed.b) flat channel stone. ( Ref :Rate based on PWD Current SOR.[PWD(B)2017,p-303])

Cement concrete with graded jhama khoa (30 mm size) excludingshuttering In ground floor and foundation. (a) 1:3:6 proportion ( Ref :PWD (Bldg.)-2017, It. No. 1, Page No.23 & 3rd Corrigenda Addenda dtd-04.06.18, P-9 & 10)

Resetting of Stone Slabs of kerb & channel of road side drain to correct line and level including cement pointing (1:2). b) flat channel stone. ( Ref :Rate based on PWD Current SOR.[PWD(B) 2017, p-303 & 3rd corri. Addea dtd-04.06.2018. P-52 ])

Supplying, spreading and compacting Sand to required thickness, inlayers not exceeding 150 mm to proper gradient and camber,inundating each layer by water and packing and ramming layer bylayer to achieve desired compaction, including lighting, guarding,barricading and making adequate earthen bundh where necessary,curing with water as per direction, mending cracks and depressionsby ramming wherever necessary.Note:- Add cost at site of the materials to arrive at the complete rate.The compaction factor for dry, clean sand may be taken as 0.835.(The payment is to be made on the basis of finished compacted volume).(a) For Fine Sand ( Ref :PWD (Rds & Brdgs)-2018, It. No. 4.05 PageNo.245 & page-222 sl. No-3)

Construction of Sub Base using Local Materials, spreading in uniformlayers with Motor grader on prepared surface, including screening themetal as necessary, mixing by mix in place method with Rotavator atOMC, and compacting with vibratory roller to achieve the desireddensity, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metrewide on each side to protect the edges complete as per Clause 401of Specifications for Road & Bridge Works of MoRT&H (5th Revision).(i) For Construction of Sub Base by compacting 1st class brickaggregates (40 mm down) and sand (in proportion of 60:40) ( Ref:PWD (Rds & Brdgs)-2018, It. No. 4.09 Page No.247 & page-222 sl. No- 2 & 5 (g))

Wet Mix Macadam Base Course Providing, laying, spreading andcompacting graded stone aggregate to Wet Mix Macadamspecification including screening of aggregates and granularmaterials, premixing the material with water at OMC in Wet Mix Plant,carriage of mixed material by tipper to site, laying in uniform layerswith Paver in Sub- base / Base course on well prepared surface andcompacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants,including incidental costs for lighting. guarding, barricading, makingearthen bundh to protect the edges including cost of quality controlcomplete as per Clause 406 of Specifications for Road & BridgeWorks of MoRT&H (5th Revision).(Rate as per PWD(WB) schedule of rates 2018(Roads & Bridge Work) , page-249(item-4.12) & 212(table3.3-1) and 4th Addenda & Corrigenda)

PRIME COAT Providing and applying primer coat with CationicBitumen Emulsion of approved grade conforming to IS: 8887-1978and requisite quantity on prepared surface of granular base includingcleaning of road surface and spraying primer using Mechanicalmeans including cost and carriage of bitumen emulsion and all otherincidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i)For WBM / WMM Surface:...(with primer @ 0.70-1.0 kg/sqm)(Rate as perPWD(WB) schedule of rates 2018 (Roads & Bridge Work),page-213(table-3.3-1) & 251 (item-5.01))

Tack Coat Providing and applying tack coat with Cationic BitumenEmulsion of approved grade conforming to IS:8887-1978 on theprepared surface cleaned with Hydraulic broom, moistening thesurface including cost and carriage of emulsion, hire charges ofmachinery and labour,cost of fuel and lubricants all complete as perClause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) On Granular Surfaces treated with primer (UsingBitumen Emulsion at the rate of 0.25 to 0.30 kg per sqm.)(Rate as perPWD(WB) schedule of rates 2018 (Roads & Bridge Work),page-213(table-3.3-1) & 251 (item-5.02))

Transportation and laying 40 mm thick hot asphaltum mixture fromkmc plant to the work site including rolling but excluding the cost oftack coat (covered area- 1250 square meter per 100 mt hot-mixture)a) without paver finisher i) Night Time ( Ref :As per KMC Rates, taxes, fees & Charges for theyear 2019-2020, As per present market Price, Rate appvd. ByD.G.(Civil) Circular No-21 of 2016-17 dtd-25.10.16 vide resolutionMIC meeting (Item no-M-29.22 dtd-21.09.16), Mpl. Secretary Circullarno-02 of 2018-19 dtd.04.04.2018 )

Liquid Seal Coat (Type A) Providing and laying Liquid Seal Coat(Type A) with approved quality stone chips and bitumen binder onthoroughly cleaned black top surface, spreading screened & cleanedstone aggregates (100 % passing through 11.2 mm sieve and retained on 2.36 mm sieve) uniformly @ 0.09 m3 of dry aggregate per 10 m2 of area using suitable means, brushing the chips, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and stone chips, cost of heating the binder and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) With Cationic Bitumen Emulsion (@ 15.00 kg / 10 sqm.)((Ref. - Item No. - 5.13(A)(II), P-258 of P.W(R)D Schedule 2018, Format-B, P-220 of P.W(R)D Schedule 2018, TABLE No. T-1, Item no.-4/A, P-230 of P.W(R)D Schedule 2018, TABLE III-2, ROW-16,P-226 of P.W(R)D Schedule 2018, Ref-TABLE No. T-1, Item no.-3/A,P-230 of P.W(R)D Schedule 2018, 1.03 A (C), P-227 of P.W(R)D Schedule 2018, TABLE No. T-1, Item no.-3/A, P-230 of P.W(R)D Schedule 2018))

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