PRO NO.906/23 DVN.43 KAPPALANDIMUKKU RAILWAY CROSS ROAD VIKAS NAGAR BYLANES INTERLOCKING AND ADDITIONAL WORKS

Amount

Road Rennovation

2.14.1.B:Dismantling of Flexible Pavements <br>Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (I) By Manual Means <br> (B) Granular Courses

2.14.2.A:Dismantling of Flexible Pavements<br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br> (II) By Mechanical Means<br> (A) Bituminous Courses

4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel

OD223231/2022-2023: MorD: Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Blcok Pavements having thickness 80 mm as per drawing and Technical Specification Clause 1504

OD235005/2022-2023:Providing and laying of departmental Interlocking concrete block pavements having thickness 60mm as per drawing and Technical specification Clause 1504

OD234799/2022-2023:Berm concrete without form work providing plain cement concrete for road work CC 1:2:4 (1cement :2fine aggregate: 4 course aggregate )laid to required slope and camber in panels (@3m c/c) as required including compaction ,finishing and tamping etc. complete. Max. size of course aggregate not exceeding 25mm ,mixed in concrete mixer etc. complete as per specification (i) Nominal mix (1:2:4) (modified 75.8.1)

11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth

75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.

11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20

OD235072/2022-2023:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 15 mm dia 10Kgf/cm2 - Internal work - Exposed on wall

OD234855/2022-2023:Steel work welded in built up sections / framed work ,including cutting ,hoisting ,fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings ,frames ,guard bar ,ladder ,railings , brackets ,gates and similar works . Details of cost for 1 m x 1 m framed guard bar grating of 0.218 quintal MATERIAL : (i) M.S. flat 50 x 6 mm 2.4 Kg / per metre 5.75 x 2.4 = 13.8 kg. + Add wastage @ 5% = 0.69 Kg Total =14.49 Kg. say 14.5 Kg

AFSAL IQBAL NISSABEEGAM

Bidder Name

Ajith Appukuttan

AFSAL IQBAL NISSABEEGAM