Maintenance of NH 330 from km 142.000 to km 189.230 (Ayodhya-Gonda Section) Under STMC on Percentage rate Basic for the FY 2025-26 in the Jurisdiction of N.H.Division ,UP PWD ,Ayodhya in the state of Uttar Pradesh .

Removal of rank vegetation/weeds and undesirable vegetation from shoulders, embankment slopes upto ROW (both sides) complete in all respects including breaking of clods, rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer- In-Charge and as per Maintenance Standards Clause 3.3 (Frequency will be once in a quarter).a) Shoulders including side slopes of embankment upto toe line on both sides of the carriageway. (Frequency of cleaning will be four times in a year; however limited to only areas prone to growth of rank/ undesirable vegetation and weeds).

Providing spot reconditioning, reconstruction and regravelling to repair specific erosion or other damages for restoring the eroded area to originally constructed cross section on cuts and fills slopes/ shoulders conforming to Technical Specifications Clause no. 3002. Fill material should be brought from borrow areas located outside ROW conforming to Technical Specification no. 305. Watered and well compacted with plate compactor or power rammer with all leads and lifts as directed by the Engineer (Quantity of compacted Fill material to be measured on cross sectional area basis)

Providing slurry seal for filling of hair cracks, surface cracks and preventive/ renewal treatment as per MoRTH Specification Clause 512. Filling of Surface cracks 1-3 mm and preventing/renewal treatment.

Cement pointing of any design/repair to existing pointing, with cement mortar 1:3 on all types of masonry work in super structure/sub structure as per MoRTH Specifications Clause No. 1000 & 1300.

Cement plaster/repair to cement plaster in thickness 12-20 mm in cement mortar 1:4 on all types of masonry works in superstructure/substructure at any height as per MoRTH Specifications Clause No. 1000, 1300 and 1400.

Repair to all types of damaged stone/brick masonry work in superstructure and substructure of bridges/CD works including dismantling of damaged portion and reconstructing to match with existing pattern without causing any damage to the structure in cement work complete in all respects including testing etc. as directed by the Engineer conforming to MoRTH Specifications Clause no. 1000, 1300 and 1400. The rate quoted should be after due consideration of the salvage value of the dismantled material. a) Repair to brick masonry in 1:4 cement sand mortar.

Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 1000 metres

Supplying and instalation of delinators (road way indicators) 95 cm. high above ground level total length 135 cm painted black and white in 15 cm. wide strips, fitted with 3 no.rectangular microprismatic reflective sheeting fixed on 2 mm thick aluminum sheet of size 80x100 mm one in each black strip duly riveted in the rectangular tubular section facing direction of traffic.Rectangular tubular section of size 100 mm x 50 mm x 3 mm(Thickness) .The tubular section of the delineator is encased all around with steel weldede wire mesh of thickness 2.5 mm,in size 120 mm x 70 mm x 760 mm as shown in the drawing.The welded wire mesh is painted with two coats synthetic enamal white paint after applying two coat red oxide primer. The delineator is embedded in M-15 cement concrete in pit size 300 mm x 300 mm x 450 mm .The rate quoted is for the complete job as per Drawing and direction of Engineer.