260/24-Construction of Foot Bridge in Kadachikkunnu Colony

Amount

Construction Of Culvert

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

OD350781/2023-2024:Earth Work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth , 1.5m in width as well as 10sqm on plan )including disposal of excavated earth , lead up to 50m and lift up to 1.5m, disposed earth to be levelled and neatly dressed . Ordinary rock (As per DSR - 2.7.1 )

OD350816/2023-2024:Dowel bars -Supplying and providing MS dowel bars of size 16 mm dia 2 meter long (1 meter in rock and 1 meter in concrete) including holes of 20 mm dia to a depth of 1 m rock

OD350871/2023-2024:Putting up RING BUND with earth filled gunny bags of top width 1.00 m bottom width 2.00 m height 2.00 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work ect . complete.

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.

OD350873/2023-2024: Providing concrete for plain/reinforced concrete in open foundations (WITHOUT FORMWORK) complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (11.4.1.1 Modified) P.C.C grade M 10, Nominal mix 1:3:6

12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)

75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

12.5.2.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> II. P.C.C. grade M 20 <br>(i) Nominal mix (1:2:4)

12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20

12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

OD350906/2023-2024:Filling with Quarry Muck Filling up low lying and water logged areas with local material /quarry muckspreading in layers,leveling the top at site and consolidation by ramming etc complete for improving the CBR value of subgrade.

OD350929/2023-2024:Providing and fixing name board of size 600 mm X 450 mm using MS Sheet 2 mm thick ,GI pipe 50 mm fixing to ground using concrete M15 of Size 300 X 450 mm

Concreting

OD350636/2023-2024:Filling with contractor 's own earth (excluding rock ) in TRENCHES ,PLINTH,SIDES OF FOUNDATIONS ect . in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering , lead up to 50 m and lift up to 1.5 m as per direction of site Engineer -in - charge

3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.

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

75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)

Linto K Kuriakose

Bidder Name

KMKURIAKOSE

Linto K Kuriakose