03/SE/C-II/R B/KMDA/ W-28 (Part-VIII) of 2025-2026 DATE- 25/04/2025 (SL NO-04)

Cold milling of Bituminous Pavement surface upto the required depth by mechanical means using milling machine, without disturbing the under laying layers, to proper line and level, cleaning the surface properly after milling and removing the loose materials, stacking the milled materials for re-use, necessary guarding, barricading & lighting, including hire charges of machinery, cost of fuel and labour and other incidental charges all complete and as per direction of Engineer-in-charge. (i) For depth upto 100mm.

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).

Plant Mix Method: Construction of granular sub-base by providing graded material, mixing in Wet Mix Plant at OMC, carriage of mixed material to work site, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory power roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants and cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Below Paver Block

Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with graded as specified as per Table 1 of IS 15658:2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per cl. 6.30 of IRC:SP:63 (2018),from BIS licensee manufacturer,with spacer nib (Small protruding profiles on the vertical face of a paver block used as device for keeping minimum joint gap in between the paving blocks,as per CL. No.3.26 of IS:15658) and of specified size and shape with aspect ratio (The ratio of length to the thickness of a paver block,as per Cl.No.3.3 of IS: 15658) as per Table 2 of IS : 15658 with flectural strength/breaking load as per Annexure G of IS:15658, on the prescribed base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with cushion of compacted bedding sand of 25-35 mm thick (grading the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP-63) and completing the edge with cut blocks as per Cl. No.8.7 of IRC SP-63 (2018) with proper confinement of bedding and joint filling sand, compaction,levelling and filling up of the edge gaps. 50 mm thick. Grey.

Supplying and Laying in the specified pattern of Interlocking Concrete Block Pavements (ICBP) with concrete blocks (with graded as specified as per Table 1 of IS 15658:2006) manufactured in steel mould clamped to a vibrating table by hydraulic pressure (as per cl. 6.30 of IRC:SP:63 (2018),from BIS licensee manufacturer,with spacer nib (Small protruding profiles on the vertical face of a paver block used as device for keeping minimum joint gap in between the paving blocks,as per CL. No.3.26 of IS:15658) and of specified size and shape with aspect ratio (The ratio of length to the thickness of a paver block,as per Cl.No.3.3 of IS: 15658) as per Table 2 of IS : 15658 with flectural strength/breaking load as per Annexure G of IS:15658, on the prescribed base course of specified CBR as per Table 1 of IRC SP 63 (2018) or else as mentioned in design and drawing with cushion of compacted bedding sand of 25-35 mm thick (grading the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP-63) and completing the edge with cut blocks as per Cl. No.8.7 of IRC SP-63 (2018) with proper confinement of bedding and joint filling sand, compaction,levelling and filling up of the edge gaps. 120 mm thick. Grey.

First class Brick work in cement sand mortar in steining of well, pier, abutment, wing wall, parapets cross drain. H.P. culverts, guard wall etc. including curing, scaffolding, raking out joints etc. complete including cost and carriage of all materials. (a) In 1:4 proportion.

Road Marking with Hot Applied Thermoplasticb Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

Supplying & fixing of Raised Pavement Markers / Road Studs / Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to clause no 804 of MoRT&H's specification for Road &Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sq.cm. on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation including site clearance etc. and complete as directed by the Engineer in Charge .The contractor will have to provide a test certificate from a reputable national/international laboratory conforming the above specifications.

Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. In Ground Floor: (a) One Coat

Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.In Ground floor (Two Coat) a) Normal Acrylic Emulsion