Tender For Provision Of Parking Facility Under Ge (N) Udhampur; 1 Surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out in any type of soil complete all as specified and as directed. 2 Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30cm in depth but not exceeding 1.5m in depth, exceeding 1.5m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead upto 50m and lift upto 1.5m, as directed byEngineer-in charge 3 Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30cm in depth but not exceeding 1.5m in depth, exceeding 1.5m in width as well as 10 sqm on plan) including getting out in all kind of soil and disposal of excavated earth lead upto 50m and lift upto 3m, as directed byEngineer-in charge 4 Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 30cm in depth, 1.5m in width as well as 10sqm on plan) including getting out in ordinary rock and disposal of excavated earth lead upto 50m and lift upto 1.5m, complete all as specified and as directed. 5 Earth work in excavation by mechanical means (Hydraulic excavator) means over areas (exceeding 1.5m in depth and not exceeding 3.00m, exceeding 1.5m in width as well as 10sqm on plan) including getting out in ordinary rock and disposal of excavated earth lead upto 50m and lift upto 3m, as directed byEngineer-in charge. 6 Forming embankment including raising (or lowering) earth, spreading in layersnot exceeding 30cm thick, watering, ramming/rolling and finishing to required size, shape etc; not exceeding 1.5m high from the base complete all as specified and directed. 7 Forming embankments including raising (or lowering) earth, spreading in layers not exceeding 30 cm thick; watering, ramming/rolling and finishing to equired size, shape etc., exceeding 1.5m but not exceeding 3.00 mtr high from base complete all as specified and directed. 8 Grubbing up trees trunk exceeding 200cm & not exceeding 250cm including cutting of trunk portion protruding over ground, digging out roots, filling holes and levelling of ground, stacking of serviceable material and removing of unserviceable material to a distance not exceeding 50m and clearing site complete all as specified and directed. 9 Demolition of Brickwork or stone/ boulder masonry, laid dry including stacking the serviceable materials within 100m and disposal of underviceable material, debris and rubbish to a distance not exceeding 100m complete all as specified and directed. 10 Demolition of Brickwork or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles including stacking the serviceable materials within 100m and disposal of underviceable material, debris and rubbish to a distance not exceeding 100m complete all as specified and directed. 11 Demolition of cement concrete in ground floor and pavings (un-reinforced) not exceeding 15cm thick (below or above ground lavel) complete all as specified and directed. 12 Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and directed. 13 Plain cement concrete 1:4:8 type D-2 (using 40mm graded crushed stone aggregate) as in foundation,filling and mass concrete, complete all as specified and directed. 14 RCC M-25 (Design Mix) (using 20mm graded crushed stone aggregate) as in foundation, rafts, footings, foundations beams, plinth beams, bases for columns, basement slabs, under reamed piles and mass concrete, complete all as specifed and directed. 15 Formwork to faces of walls, retaining walls, abutments, parapets and staircase railings and similar work including attached pillasters, buttresses, etc vertical or to batter rough finished surface of concrete flat, complete all as specifed and directed. 16 Reinforced cement concreteM-25 (design mix) using 20mm graded crushed stone aggregates as in Walls, retaining walls, basement walls, ballast walls and the like; any thickness; above top of footings; including attached pilasters and buttresses, complete all as specified and as directed. 17 Mild Steel TMT steel bars 10mm dia and over, as in reinforcement, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooping ends and binding with MS wire (annealed) not less than 0.9 mm dia, complete all as specified. 18 Mild Steel TMT steel bars 6mm to 8mm dia, as in reinforcement, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooping ends and binding with MS wire (annealed) not less than 0.9 mm dia, complete all as specified. 19 PVC (SWR) pipe, type B, single socketed, 75 mm bore, in any length in wall for weep holes to drain out water, complete all as specified. 20 Boulder filling dry, handpacked tightly, as in wire crate apron bunds (Wire crate measured separately) complete all as specified and directed. 21 Expanded metal not exceeding 4 Kg per Sqm, cut to length, bent to shape required and tying with and including annealed mild steel wire not less than 0.9mm dia or fixing with galvanised steel staples supplied and fixed complete to wood or steel members, complete all as specified and directed. 22 Mild steel work as in posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.), hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts; including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed 23 Mild steel framed work such as grills,gratings,manhole cover frames etc. with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walk ways; railings; frame work of water tanks and similar work conforming to Fe-290.Gde-E-165, complete all as specified and as directed. 24 Preparation of new or previously untreated steel surfaces of any description, over 10cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide primer complete all as specified and as directed. 25 Returning, filling in, any type of soil, including spreading, levelling, watering and well ramming in layers not exceeding 25cm complete all as specified and directed. 26 Removing excavated material(soils) to a distanceexceeding 250m but not exceeding 500m and depositing where directed at a level not exceeding1.5mabovethestartingpoint,completeallas specified and directed. 27 Rolling and consolidating of formation surfaces in cutting with power road roller 8 to 12 tonne capacity, watering as necessary including filling in hollows and depressions and consolidation to the required level, gradient and camber, complete all as specified and directed. 28 Hardcore of broken stone or boulders guage exceeding 63mm but not exceeding 100mm, deposited, spread and levelled in layers not exceeding 15cm thick, watered and rolled/rammed to a true surface, complete all as specified and directed. 29 150mm thick, plain cement concrete 1:4:8, type D-2 (using 40mm graded crushed stone aggregates) as in sub base, complete all as specified and directed. 30 Machine Pressed precast concrete interlocking paver block with grey cement and pigment, any shape and size confirming to IS 15658-2006 of 80mm thickness, M-40 Grade,laying over and ramming (Compacted) and joints filled with sand complete all as specified and directed. 31 Sand cushioning, 50mm thick, including watering and well ramming, complete all as specified and directed. 32 Providing cement concrete 1:3:6 Type C-1 (using 20mm graded crushed stone aggregate) as in roof kerbs or mud stops, rounded or chamfered on edges around paver blocks including use of form work complete all as specified and directed. 33 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 in any type of soil (the excavated soil) anddisposal of surplus excavated soil, within a lead of 50m complete all as specified and directed. 34 Brick work with sub class B bricks (old size), straight or curved on plan exceeding6m mean radius, built in cement mortar 1:4, complete all as specified. 35 Chequered cement concrete tiles, 20cm x 20cm x 25mm thick, with grey pigment cement and pigment, set, jointed and pointed in neat cement slurry in floors over and including 20mm thick, screed bed in cement mortar 1:4 laid in floor complete all as specified and directed. 36 Rendering 15mm thick in cement mortar (1:4) on fair faces of brick workor concrete surfaces finished even and smooth without using extra cementcomplete all as specified and directed. 37 Preparation ofnewly plastered surfaces of walls and applying two coats ofcement base paint, complete all as specified and directed. 38 Excavation in post holes (or similar holes) in any type of soil, each not exceeding 0.50 cubic metre, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around in layers not exceeding 25cm and removing surplus soil to a distance not exceeding 50 metre and making good surfaces, complete all as specified and directed. 39 PCC 1:3:6, type C-2 (using 40mm graded crushed stone aggregate) as in foudation for fencing post filling, and mass concrete, complete all as specified and directed. 40 Plates (plain or chequered) channels, square cut or notched (ordinary and counter sunk) forming holes, with riveted, bolted or welded attachment conforming to E -410-W (Gde E- 250) quality A complete all as specified and directed. 41 Rolled mild steel sections as in roof trusses (framed), trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc, conforming to Fe-410-W, (Gde -E-250), complete all as specified and directed. 42 Pre-painted galvalume aluminum zinc coating (AZ-150) GI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws, complete all as specified and directed. 43 Pre-painted galvalume aluminum zinc coating (AZ-150) GI based plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws complete all as specified and directed. 44 RCC M-30(using 20mm graded crushed stone aggregate) as slabs supported on walls, beams and coloumns in floors, roof landing, balconies, canopies, deck slabs and in shelves and the like complete all as specified and directed. 45 Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work not exceeding 200mm thick (Horizontal or sloping) for rough finished surfaces concrete flat, complete all as specified. 46 RCC M-30 (Design Mix) (using 20mm graded crushed stone aggregate) as in foundation, rafts, footings, foundations beams, plinth beams, bases for columns, basement slabs, under reamed piles and mass concrete, complete all as specifed and directed. 47 RCC M-30 (Desgin Mix) using 20mm graded crushed stone aggregate as in wall, retaining wall, basement walls any thickness above top of footing including attached pillasters and buttresses complete, all as specified. 48 Plain cement concrete 1:2:4 type B-2 (using 40mm graded crushed stone aggregate) as in foundation, filling and mass concrete, complete all as specified and as directed. 49 Roughly squared rubble stone, embedded in concrete by hand packing,complete all as specified and as directed. 50 Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams and similar work; vertical or to batter for rough finished surfaces of concrete flat, complete all as specified. 51 Deduction to be made from BOQfor Sch A Part -II i.e. (Schedule of credit) amount during AOC.Note: Tenderers shall not quote for this schedule.
