GENERAL Construction of CC protection wall at Padannakkara in Pinarayi Grama Panchayath In Dharamadam LAC General Civil Work

Amount

APPENDIX A : CC Protection Wall

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)

5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. 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.

5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

OD29524/2025-2026:Providing weep holes using 75mm dia PVC pipes working presure 4kg/sq.cm including cost of materials, conveyance, labour charges etc complete

APPENDIX B : Back filling

13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material

13.9.b:Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical Specification:- Sandy material

ABDUL KHADER NIYAS M (BID ID -2419091)

Sujesh M K (BID ID -2419841)

Bidder Name

RAMSHEED M.B

ABDUL KHADER NIYAS M

Sujesh M K