Repair of footpath fencing at Phase-II area of Kaiga Township

Earthwork Excavation in all Sorts of Soil for foundation trenches, walls, drains, plinths, footings, pedestals, colunmns and for all other miscellaneous foundation works etc., including Cutting / removing & clearance of jungle, bushes, grass & creepers etc. Shoring, strutting, bailing out water [if necessary], dressing, leveling & hand ramming he bottom of foundation base using wooden hand rammer with proper watering, refilling the sides of the foundation with excavated available good quality of Soil, leveling & hand ramming the sides of foundation base using wooden hand rammer with proper watering, providing; fixing & removing necessary staging / platform / ladder, collecting & disposing the waste soil or surplus soil, generated waste up to a lead of 2 to 3 kms. from the place of work & cleaning the work area, etc. complete all as per standard technical specification, drawing [if any] and as directed by engineer-in-charge at all locations and at all lift / height.

Dismantling kerb stone by manual means and collecting & disposing the waste or surplus debris, generated waste up to a lead of 2 to 3 kms. from the place of work & cleaning the work area, etc. complete all as per standard technical specification, drawing [if any] and as directed by engineer-in-charge at all locations and at all lift / height.

Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and lead, stacking serviceable material and unserviceable material separately.

Removing of existing damaged paver blocks depositing the serviceable material to sectional store and Providing, fixing / placing in position Rotary Press; Heavy Duty; Anti skid; 5Star; Paver Blocks of 55 mm thick [of standard size & in colour combination of terracotta & black and as selected by engineer-in-charge] of standard make & of 1st quality. Paver blocks compressive strength shall not be less than 30 N/Sqmm and manufactured as per IS 15658-2006, Paver shall be laid over well Saturated 50 mm. thick River Sand / Msand bedding including preparation of base by proper dressing / leveling and ramming [using Plate Vibrator to have uniform surface and to get the required line & level / gradient, camber] the base with proper watering, the gaps shall be filled with fine sand, ramming top surface of pavers using Plate Vibrator to have uniform surface and to get the required line & level / gradient & camber, collecting & disposing the generated waste, costruction waste up to a lead of 2 to 3 kms. from the place of work & cleaning the work area, etc. complete all as per standard & manufacturers technical specification and as directed by engineer-in-charge at all locations and at all lift.

Providing and laying PCC, 1:2:4 using 20 mm & downsize, clean, crushed, well graded, cubical shape, sharp edged aggregates of hard, durable & approved quality stones / rubbles for plinth, floor & drain bedding & all other various miscellaneous PCC works including preperation of base by closed hacking / chipping the concrete / plastered surfaces; racking out the adjoining masonry joints and cleaning, machine mixing, transporting, laying, spraeding, consolidation, leveling, finishing, curing, providing; fixing removing staging / platform, providing; fixing & removing formwork, collecting and disposing the generated waste upto a lead of 2 to 3 kms. from the place of work & cleaning the work area etc., complete all as per standard technical specification and as directed by the engineer-in-charge at all locations and at all lifts/heights. NOTE: OPC 43 Grade cement of reputed brand shall be used for executing this item.

Providing Pre-Cast Kerb Stone made out of PCC 1:2:4 [using 20 mm down size, clean, crushed, well graded, aggregates], of size 450 mm X 300 mm X 100 mm including necessary excavation [200 mm wide & 300 mm deep - approximately] in all sorts of soil, form work, casting [with top surface corners champering], laying 50 mm thick for bed & 50 mm thick & 100 mm deep for sides [PCC 1:4:8 using 40 mm down size, clean, crushed, well graded, aggregates], preparation of base, fixing the pre-cast Kerb stones to true line, level & aligning, sealing the joints in CM 1:2, finishing the kerb stones smooth, curing, Providing & applying One Coat of exterior grade primer [of superior 1st quality & of standard make] & Two Coats of synthetic enamel paint [of superior 1st quality & of standard make, of shade / colour - as per site requirement & as selected by engineer-in-charge], collecting & disposing the generated waste, costruction waste up to a lead of 2 to 3 kms. from the place of work & cleaning the work area, etc. complete all as per standard & manufacturers technical specification and as directed by engineer-in-charge at all locations and at all lifts. NOTE: Pre-Cast Kerb Stones cured properly and lifted & placed in position after 28 days from date of casting.

Taking delivery of Pre-Cast Kerb Stone of size 450 mm X 300 mm X 100 mm and fixinf along the road or wherever required including necessary excavation [200 mm wide & 300 mm deep - approximately] in all sorts of soil, laying 50 mm thick for bed & 50 mm thick & 100 mm deep for sides [PCC 1:4:8 using 40 mm down size, clean, crushed, well graded, aggregates], preparation of base, fixing the pre-cast Kerb stones to true line, level & aligning, sealing the joints in CM 1:2, finishing the kerb stones smooth, curing, Providing & applying One Coat of exterior grade primer [of superior 1st quality & of standard make] & Two Coats of synthetic enamel paint [of superior 1st quality & of standard make, of shade / colour - as per site requirement & as selected by engineer-in-charge], collecting & disposing the generated waste, costruction waste up to a lead of 2 to 3 kms. from the place of work & cleaning the work area, etc. complete all as per standard & manufacturers technical specification and as directed by engineer-in-charge at all locations and at all lifts.

Taking delivery of fixing / placing in position Paver Blocks of 55 mm thick [of standard size & in coloUr combination as selected by engineer-in-charge] of Paver shall be laid over well Saturated 50 mm. thick River Sand / Msand bedding including preparation of base by proper dressing / leveling and ramming [using Plate Vibrator to have uniform surface and to get the required line & level / gradient, camber] the base with proper watering, the gaps shall be filled with fine sand, ramming top surface of pavers using Plate Vibrator to have uniform surface and to get the required line & level / gradient & camber, collecting & disposing the generated waste, costruction waste up to a lead of 2 to 3 kms. from the place of work & cleaning the work area, etc. complete all as per standard & manufacturers technical specification and as directed by engineer-in-charge at all locations and at all lift.

Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia 4 mm)

Fabricating gates, hand rails, frames of panels, doors, windows & shutters, shutters, purlins, rafters, horizantal / vertical / cross members, columns, beams, trusses and all other miscellaneous new & modification to exising structure/s including providing standard MS Steel Sections which are required for executing this work and fixing / erecting the same in position to true line level & plumb, preparation of base, providing & fixung hily bolts [of approved quality] of suitable dia. & length, prepration of base, providing & painting One Coat of approved Zinc Phospate Primer of asian paints / berger make and Two Coats of first quality synthetic enamel paint of asian paints / berger make, of approved shade / colour etc., providing; fixing & removing staging / platform / ladder, collecting & disposing the generated waste up to a lead of 2 to 3 kms. from the place of work & cleaning the work area, etc. complete all as per standard & manufacturers technical specification, drawing [if any] and as directed by engineer-in-charge at all locations and at all lift / height.