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. [Ref : P.W.D.(Rds), Page -237, Item-3.16]

Wet Mix Macadam Base Course Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including screening of aggregates andgranular materials, premixing the material with waterat OMC in Wet Mix Plant, carriage of mixed materialby tipper to site, laying in uniform layers with Paver inSub- base / Base course on well prepared surfaceand compacting with Vibratory Roller to achieve thedesired 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.[Ref : P.W.D.(Rds), w.e.f 30.08.18 Page -249, Item-4.12] (Analysis Rate-22)

Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) For Stabilised soil bases / Crusher Run Macadam Surface: (with primer @ 0.90-1.2 kg/sqm) PWD(Rds), Page-251, Item-5.01 (ii)(Analysis Rate-10)

Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) On Bituminous Surface (using Bitumen Emulsion at the rate of 0.20 to 0.30 kg/sqm.)

(i) On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg/sqm)[Ref : P.W.D (Rds), Page-248, Item No. 5.02] Analysis no-7

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-15

Providing and laying Mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29 using approved coarse aggregate, fine aggregate, filler material and bitumen, prepared by using Mastic cooker including cost and carriage of all ingredients, cost of heating aggregates and binder, mixing in specified proportions conforming to approved Job Mix Formula and laid to required level and slope after cleaning the surface, compacting, sealing the construction joints and surface finishing conforming to specifications including providing antiskid surface with bitumen pre-coated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 100°C, protruding 1 mm to 4 mm over mastic surface, including the hire charges of all tools and plants and machinery, pay of operators, cost of fuel and lubricants and all other incidental charges and quality control all complete as per Clause 516 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).PWD (Rds), Page-259, Item no.5.14. Analysis No- 7

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]

Brick-on-edge floor or pavement with 1st class brick set close in cement mortar (1:6) and laid with cushion of sand below (including cost thereof) including ruled or flush pointing with cement mortar (1:4) on top[Ref : P.W.D.(Bldg) 2017, Page -14, Item-4]