eNIT-06/KGP/MAL/2025-26/SL-01

PWD Road Schedule Page-247 Item-4.09, IV) Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm.

PWD Road Schedule Page-247 Item-4.09, IV) Construction of Sub Base using Local Materials: Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (iv) For Construction of Sub Base by compacting river bed materials.

PWD Road Schedule Page-248 Item-4.11 II) & III) Water Bound Macadam Base Course Providing and laying, Spreding and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, Hand packing rolling with vibratory roller8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fillup the interestices of course aggregate, watering including lighting guarding , barricading and making necessary earthen bundh of one meter width on each side preparing the bed by necessary cutting or filling bincluding cost of all men and Machinery and compacting to the required density as per clause 404 of specifications for Road and Bridge works of MoRT& H (5th Revision) (a) Grading -I Aggregate (63mm to 45mm) using Stone Screening type B (11.2mm) Mechanicall Means

(b) Grading -II Aggregate (53mm to 22.4mm) using Stone Screening type B (11.2mm) Mechanical Means

PWD Road Schedule Page-251 Item-5.01 Providing and applying primer coat with cationoic Bitumen Emulsion of approved Grade and conforming to IS: 8887-1978 and requsite quantity on prepared surface and spraying primer using mechanical means including cost and carriage of bitumen emulsion and all other incidential cost of work complete as per clause 502 of specification for Road & Bridge works of MoRT& H (5th Revision)

PWD Road Schedule Page-257 Item-5.11 Providing , Laying and rolling of open - graded premix surfacing 20mm thickness composed of 13.2mm.(@ 0.018m3per m2)size and 11.2mm (@ 0.009m3 per m2)size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre- heating stone chips and fully pre coating the same either using viscosity grade paving bitumen or cut- back or emulsion , carrying the mixture uniformly over the surface , including line, grade and level to serve as wearing course on a previously prepared base, including mixing in mobile hot mix plant ( Light duty) and thoroughly rolling with a smooth wheel roller 8-10 toney capacity, finished to required level and grades including the cost and carriage of stone chips and martix, heating the martix, preheating the aggregare s to required temperature and including hire charges of Mobile Hot mix Plant (Light duty) and other machinery, pay of operators, cost of fuel and Lubricantetc. complete to be followed by seal coat of either Type-A or Type-Bas per thchnical specification clause 508 for rural Roads of MORD.(Including tack coat on stabilation coat) i)On WBM Surface using Tack coat @0.275kg/m2

PWD Road Schedule Page-258 Item-5.13 B. Providing and laying Premixed seal coat( Type-B) with approved quality sand / grit @0.60m3/ 100m2 and Bitumen binder on thoroughly cleaned black top surface, including heating / grit (100% passing Through 2.36mm sieve) and retained on 180micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means , brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates, and all other incidental charges, cost of fuel and Lubricantetc.including hire charge of machiner, tools and plants required fot construction and quality control complete as per clause 511 of specification of road and Bridge works of MoRT& H (5th Revision) H. by Manual means with hot bitumen binder(@ 6.8kg/10sqm

PWD Road Schedule Page No-280, Item No-10.11 Spreading of sand over the bituminous surface @ 0.003 m3 per m2 of surface from the road side stacks and carriage of the same up to a distance of 150 m from stack complete including cost of sand

PWD Road Schedule page No-270, item-8.07 Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-inCharge. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)

Add:- GST @ 18%

Add:- Labour Welfare Cess @ 1%