Annual Plan-D.P.-1520/2022-23-Stadium Ground Naveekaranavum ,Nadappatha Nirmmanavum in Koovappady Grama Panchayath

Amount

Nadappatha

2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

OD348226/2022-2023: od1283440/2021_2022 :Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of stone aggregate, etc. all complete as per the direction of Engineer-in-charge. OD 80/21-22

4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size)

60.7.1:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

11.20.3:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Dark shade pigment using ordinary cement

OD355615/2022-2023:Providing name board of average size 90 x60 cm fixing with 50 mm Gi pipe post including ,bottom concreting,paintin,lettering etc.complete as deatiled below .Earth work excavation in all class of soil,Pcc 1:4:8 10 cm thick, bottom pedestal of size 30x30x45 cm with cc 1:2:4 ,50 mm Gi pipe as main post of average length 145 cm ,support strut with 25 mm gi pipe 2 nos 50 cm, 1mm thick ms sheet board of frame with 40x40x6 mm and angle iron and 3 mm thick ms gusset plate at junctions, overall painting with synthetic enamel paint and lettering with synthetic enamrl paint.

Nadappatha

4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material

SURESAFE TECHNOLOGIES PRIVATE LIMITED

MOHANAN.N.V

ELDHO ALIAS

Bidder Name

MOHANAN.N.V

ELDHO ALIAS

SURESAFE TECHNOLOGIES PRIVATE LIMITED

SHAJI P P