KRE2-1331/25 PROVIDING INTERLOCK TILES AND DRAIN RAISING IN JOHN ALLUNKAL ROAD,KADAVANTHRA IN DIV 57-General Civil Work

3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.

OD403857/2025-2026:Taking out existing CC interlocking paver blocks from foot patch central verge ,including removal of rubbish etc disposal of un serviceable material to dumping ground , for which payment shall be made separately and stacking of serviceable material within 50 m lead as per direction of Engineer in charge

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material

OD405622/2025-2026:Providing and laying of Interlocking Concrete Block Pavements using departmental tile blocks of approved size, design and amp shape laid in crushed stone chipping 6.7 mm size 100 mm passing 9.5 mm and retained on 2.36 mm using plate vibrator etc as per the department Technical Specification Clause 1504

OD403858/2025-2026:Providing and laying of interlocking concrete block pavements using80 mm M40 Hydraulic blocks of approved size , design & shape , laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness , etc compete as per the direction of Engineer in charge .

2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete

3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6

11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)