Public Works Department Tender

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. a)All kinds of soil

b)ordinary rock.

Providing and laying in position stone boulder (dully hand packed)including watering ,dressing and ramming .

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 manufactured sand derived from Recycled Concrete Aggregate (RCA) : 8 graded stone aggregate 40 mm nominal size Recycled Aggregate (RA)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).

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

Centering and shuttering including strutting, propping etc. and removal of form work for a)Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.

b)Foundations, footings, bases for columns

c)Suspended floors, roofs, landings, balconies and access platform

d)Lintels, beams, plinth beams, girders, bressumers and cantilevers

12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand)

Providing and fitting of escape pipe 300mm dia with Gate Valve complete job

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Random rubble masonry with hard stone laid dry in foundation, plinth & walls Laid with bond stone

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with Cement mortar 1:6 (1 cement : 6 coarse sand)

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 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

Constructing vertical bunds with sloping faces, by boulder filling (dry, hand packedtightly); including cost of stones cost of wirecrates and carriage complete.

Earth work in excavation by mechanical means (Hydraulic excavator) 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 upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. a)All kinds of soil.

b)Ordinary rock 30%

Providing and welding of medium ERW MS/GI pipe by laying of the rising main in the excavated tranches rocky surface and open as per site condition, levelling, cutting alleging the pipe, circumferential welding of 125mm dia. MS pipe of 5mm thick with one root layer and two additional layer with 3.14mm and 4mm ISI marked MS welding rods to fill the groves between the pipes ,welding to be done by special/ skilled workman, handling of pipes with proper tools/ tackles employing semi-skilled works man.Tools / tackles can be tripod stand, chain pulley blocks for raising and lowering of pipes and workability, proper alignment and edge leveling . Initial tack welding and final welding to be perfect circumferential butt welding joints ,removal of slag before new layer in place and afterwards defects in the welds to be rectified by filling of cavities etc. The deviation/ bends are to be fabricated from available pipes. The complete job includes cost of welding rods, gas for cutting and charges of equipments ,tools skilled and semi-skilled labous. a)125mm dia

b)100mm dia

Providing, Lowering laying, aligning, fixing in position in pipe line, CI D/F Sluice valve of kirloskar/equivalent make of approved mark of PN16 of required size including complete labour,matching flange,testing and commissioning along with pipes lines as per technical specification and as per direction of Engineer. a) 125mm dia sluice

b)100mm dia sluice

Providing, Lowering laying, aligning, fixing in position in pipe line, CI Non return valve of kirloskar/equivalent make of approved mark of PN16 of required size including complete labour,matching flange,testing and commissioning along with pipes lines as per technical specification and as per direction of Engineer. a) 125mm dia NRV

b)100mm dia NRV

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, excludingthe cost of centering, shuttering and finishing:1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting,

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

Carriage of material by machanical transport including loading unloading complte job. a)Cement an avg lead 60 KM

b)Sand an avg lead 15Km

c)Stone agg an avg lead 15km

d)Solling stone an avg lead 10 Km