NIT/BM/00066/ENG/EO/2026-27 18.09.2026

Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30. (Extra quantity of earth for filling shall be obtained from road side borrow pits.) [Ref : P.W.D.(Rds), Page -271, Item-10.01]

Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates and granular materials, premixing the material with water at OMC in Wet Mix Plant, carriage of mixed material by tipper to site, laying in uniform layers with Paver in Sub- base / Base course on well prepared surface and compacting with Vibratory Roller to achieve the desired density, including supply of all materials, machinery, fuel and lubricants, including incidental costs for lighting, guarding, barricading, making earthen bundh to protect the edges including cost of quality control complete as per Clause 406 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). [Ref : P.W.D. (Rds) Page-249, Item-4.12] Analysis no-22

Providing and Laying Bituminous Macadam with Mobile Hot Mix Plant (Light Duty) using approved crushed aggregates of specified grading as per table 500.4 premixed withh Bituminous binder, transported to site laid over a previously prepared surface at specified laying temprature by means of approved and sutaible arrangements to the required grade,................................... B. For grading II (19 mm nominal size, 50-75 mm thick) [Ref : P.W.D(Rds), Page -249, Item-5.04] Analysis no-14

Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface ………………………………………..(i) On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.) [Ref : Page No.251, Item no.5.02 (i)] Analysis no-8

Providing, Laying and rolling of Open-graded premix Surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m3 per m2) and 11.2 mm (@ 0.009 m3 per m2) site stone aggregates, including throughly 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,......................................[Ref : P.W.D (Rds), Page -254, Item-5.11] Analysis no- 15

Providing and laying premixed Seal Coat (Type-B) with approved quality sand/grit @ 0.6 M3 /100 m2 and bitumen binder on throughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100% passing through 2.36 mm sieve and retained on 180 micron sieve)..................................................(ii) By Manual means with Hot Bitumen Binder (@ 6.80 kg/10 sqm)[Ref : P.W.D.(Rds), Page -255, Item-5.13] Analysis no-16

Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth[Ref: P.W.D (Bldg) 2017, Page - 15, Item.- 7]

125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.[Ref : P.W.D (Bldg) 2017. Page- 16, Item- 16]

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (ii) With 1:4 cement mortar (a) 20 mm thick plaster[Ref : P.W.D.(Bldg) 2017, Page-189 , Item No. 1.ii.(a).(b)]