Uttar Pradesh State Industrial Development Authority Tender

Supplying and fixing of MS Delinators made of Mild steel with pure polyster powder coating with the minimum thickness of Powder coating not less than 40 micron for protection against corrosion. The surface should be concreted so that there should not be any exposed surface withou powder coating.(Refer 22.01 New Item)

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects

Providing Plastic Speed Bump ( Table top Speed Breaker) Carrying load up to 40 mt making modified thermoplastics in all Junctions as per the Specification irc sp 99 2018

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

Providing and laying 100mm thick factory made cement concrete interlocking Paving blocks of M50 grade manufactured by block making machine equiped with steel mould clamped to a strong vibratory table with hydraulic pressure for compaction of concrete as per IRC SP 60-2014

Excavation in foundation in ordinary soil including lift upto 1.50m, and lead upto 30m.including filling watering and ramming of excavated earth into the trenches or into the plinth and removal and disposal of surpluse earth as directed by the Engineer in charge upto a distance of 30m, from the foundation trenches

Cement concrete with 4cm gauge Approved stone ballast , coarse sand & cement in the proportion of 8:4:1 including supply of all materials, labour, Tools & plants etc.

First Class brick work in 1:4 (One Cement & 4 cores sand ) (1.25 F.M.) mortar in foundation and plinth including supply of all materials, labour & tools & plants etc required for proper completion of the work Excluding GST

RCC Work with cement approved coarse sand and 2 cm Gauge approved stone Ballast in proportion of 1:1.5:3 in T beam, slab roof and R.C.C coloumn excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc.

2 cm thick cement plaster in dado or skirting in 1:2 Consisting of one part of cement and 2 parts of approved coarse sand laid in panels, finished with 3mm floating coat of neat cement or cement and marble dust in ration of 5:1 including supply of all materials, labour and T& etc.

Mild steel in plain work such as R.C.C or R.B work including bending for proper shape and including supply of steel its wastage bend hooks and authorized overlapping shall be measured and including cost of binding. Excluding GST

Laying of NPm RCC Hume Pipe with complete fitting (300 MM Dia)

Concrete of M20 grade with minimum cement content of 300 kg /cum (Raft)

Concrete of M20 grade with minimum cement content of 300 kg /cum (Walls)

RCC Work with cement approved coarse sand and 2cm gauge approved stone ballast for slab including its fixing and binding the same with 24 b.w G.G.I binding wire and including necessary centering and shuttering. Slab

Brick edging on both side of the road of first class brics 7 cm wide, 11 cm deep, laid with mud mortar including labour & supply of brics finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-Charge.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

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 upto 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

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 and for all lift.

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

Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana I Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate I retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.: Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum

1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size )

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 ).

Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform.

Foundations, footings, bases of columns, etc. for mass concrete

Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

S/F M.S (tor steel or plain) in plain work such as RB work including bending for proper shape as necessary including bending for proper complition of the work and including supply of all steel & wastage, bend, hooks and authorized overlapping shall be measured etc all complete as per direction of engineer-in-charge.

Providing and fixing angle iron frames for doors, windows and ventilators of mild steelAngle sections of size 35x35x5 mm,joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.

Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete. Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

12 mm cement plaster finished with a floating coat of neat cement of mix : 1:3 (1 cement: 3 fine sand)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar