Truss work, equalization chamber, substation, sewerage, road work, path work and miscellaneous items at various locations for G.M.C Anantnag

Amount

Providing and fixing Anodized aluminum (Anodized transparent or dyed to required shade according to IS: 1868 minimum anodic coating of Grade AC 15) sub frame work for expansion joints ,windows ,ventilators & various places at all height with extruded built up standard tubular sections of approved make conforming to IS: 733 and IS:1285 fixed with dash fastener of required dia and size (dash fastener to be paid separately).

Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in required shape in colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant of requred colour/shade, backer rods etc.

Providing and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixed with dash fastener of required dia. and size including necessary filling up of gaps at junctions i.e, at top, bottom and sides with required EPDM rubber / neoprene gasket felt etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-Charge (glazing, panelling and dash fasteners to be paid for separately.) For fixed portion Anodized aluminum (Anodized transparent or dyed to required shade according to IS:1868, minimum anodic coating of grade AC 15) at all heights

Providing and fixing glazing in aluminum door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineerin- charge. (Cost of aluminum snap beading shall be paid in basic item i.e above item no: 22.1.1.)With float glass panes of 5.0 mm thickness (weight not less than 12.50 kg / sqm) at all heights

Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by engineer in charge. All Kinds of Soil

Extra for lift above 1.5mtrs in or part thereof excavation/banking excavated or stacked material : including dewatering. All kinds of soil

Dewatering process carried out by using dewatering pumps of required capacity during excavation, layout, binding of steel , shuttering and concrete laying. All Kinds of Soil

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

Excavating, supplying and filling of local earth (including royalty)by mechanical transport upto a lead of 5 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto. Roads at various location

Providing and filling in plinth with Nallah Muck including all carriages ,laoding,unloading

Providing and laying of hand packed stone soling (size 150mm-230mm) before laying of mud mat compacted consolidated rammed filling the voids compacting all complete carriage up to site of work all head loads complete job.

Cast in situ of concrete work of nominal mix concrete M 7.5 grade (1:4:8) nominal maximum size of stone aggregate 40mm volumetric batching up to plinth level including curing.

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:2:4 grade

Centering and shuttering including strutting, propping etc. and removal of form for:

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

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

Suspended floors, roofs, landings, balconies and access platforms

Lintel, beams, plinth beams, girders, bressumers and cantilevers.

Columns, pillars, piers, abutments, posts and struts.

Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement)

Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including refilling the trench , dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres:All Kinds of Soil

Supplying and laying/fixing of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers,union ,Tee,rubber rings,jack including all kinds of fitting etc. conforming to IS 16098-1 & II complete with fitting and cutting,jointing etc. covering etc., complete as required.200 mm dia and conforming to load bearing of SN -8) ( Astral,Supreme,Prince or equivalent) ,including carriage

Supplying and filling in trenches , Road work (binding material), underneath ,over and or sides of pipes with stonedust/2nd class sand including, watering, ramming, consolidating and dressing complete job as per the direction of engineer incharge including carriage

Constructing Brick Masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top with FPS bricks class designation 75 in cement mortar 1:4 (1 cement : 4 Coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of of neat cement, foundation concrete 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design.0.91m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S:12592, total weight of cover and frame to be not less than 182Kg. fixed in cement concrete 1:2:4 mix (1cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) including centering, shuttering all complete.(Excavation foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) With F.P.S. bricks with class designation 75 & with (b) Nallah stone aggregate

Extra depth for circuler type manholes 0.91 m internal dia ( at bottom ) beyond 0.91m to 1.67 m . With F.P.S. bricks with class designation 75

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand) R.C.C. top slab with 1 :2:4 mix ( 1 cemEnt : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix ( 1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12 mm thick with cement mortar 1:3 ( 1 cement: 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finsihed with a floating coat of neat cement complete as per standard design.Inside size 90x80 cm and 45 cm deep including C.l. cover with frame (light duty) 455x61 Omm. internal diamensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

Extra for depth for manholes Size 90x80 cm, With F.P.S. bricks with class designation 75.

Constructing Brick Masonry circular type manhole 1.22 m internal dia at bottom and 0.56m dia at top with FPS bricks class designation 75 in cement mortar 1:4 (1 cement : 4 Coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of of neat cement, foundation concrete 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design.1.68m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S:12592, total weight of cover and frame to be not less than 182Kg. fixed in cement concrete 1:2:4 mix (1cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) including centering, shuttering all complete.(Excavation foot rests and 12mm thick cement plaster at the external surface shall be paid for separately)With F.P.S. bricks with class designation 75.

Extra depth for circuler type manholes 1.22 m internal dia ( at bottom ) beyond 1.68m to 2.29 m . With F.P.S. bricks with class designation 75.

Constructing Brick Masonry circular type manhole 1.52 m internal dia at bottom and 0.56m dia at top with FPS bricks class designation 75 in cement mortar 1:4 (1 cement : 4 Coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of of neat cement, foundation concrete 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) and making necessary channel in Cement Concrete 1:2:4 ( 1 Cement : 2 Coarse Sand : 4 Graded Stone Aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design.2.30m deep with SFRC cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S:12592, total weight of cover and frame to be not less than 182Kg. fixed in cement concrete 1:2:4 mix (1cement: 2 coarse sand: 4 graded stone aggregate 20mm nominal size) including centering, shuttering all complete.(Excavation foot rests and 12mm thick cement plaster at the external surface shall be paid for separately)With F.P.S. bricks with class designation 75.

Extra depth for circuler type manholes 1.52 m internal dia ( at bottom ) beyond 2.30m . with common burnt clay F.P.S.(non module) brick of class designation 7.5

12mm Cement plaster finished with a floating coat of neat cement of mix: 1 : 4 ( 1 cement : 4 fine sand)

Providing and applying white cement based putty of specified thickness,of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. 1mm thick

Finishing walls with acrylic smooth exterior paint of required shade on New work (Two or more coats applied @ 1.67 liter/10sqm over and including priming coat of exterior primer applied @ 2.20kg/10sqm)

Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc complete

Preparation of road in design gradient by providing Nallah Muck including, dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. including carriage

Excavation in dumped stones or malba including stacking of serviceable and unserviceable material separately and disposal of unserviceable material lead upto 50 m and lift upto 1.5 m, disposed material to be neatly dressed

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Supplying and stacking of graded stone aggregate at site of size range including Carriage

63mm to 45mm for 75mm campacted thickness @ 0.91 Cum / 10 Sqm (Grade -II) including carriage

53mm to 22.4mm for 75mm campacted thickness @ 0.91 Cum / 10 Sqm (Grade -III) including carriage

Supplying and stacking of stone screenings/ chippings at site. .including carriage

13.2 mm nominal size (Type A) for 63 mm to 45 mm range @ 0.15 Cum / 10 Sqm including carriage

(Type B) for 53 mm to 22.4 mm range @ 0.18 Cum / 10 Sqm including carriage

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.including carriage

Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge.Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works above plinth level upto floor V level

Extra for providing richer mixes at all floor levels Providing M-30 grade concrete instead of M-25 grade BMC/RMC.(cement content as per mix design)

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.

Add or deduct for using more or less cement in the items of design mix over and above the

Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in Cement mortar 1:4 ( 1 cement : 4 coarse sand)

Extra for brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level

15mm Cement plaster on the rough side of single or half brick wall of mix: 1 : 4 ( 1 cement : 4 coarse sand)

Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters. 80x1.20 mm M.S. laths with 1.20 mm thick top cover

Providing and fixing ball bearing for rolling shutters.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete 300 mm dia. R.C.C. pipe

Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer and two coats of steel paint all complete.

Providing & fixing flashings / ridges, wall cappings made from plain sheet of same specification as of corrugated sheets of required length, shape & size 600 mm wiidth as per the detailed drawings/ directions of in-charge site Engineer with necessary fasteners.such as fixed with polymer coated J. or L hooks, bolts and nuts 8mm dia G.I. limpet and bitumen washers complete.

Providing, fabricating and fixing moulded C-type or L-type 16 guage steel sheet as Eaves boarding of required height including cost of red oxide primer and two coats of Enamel paint of approved shade.

Supply & fixing of colour coated roofing profile sheet of Tata BlueScope / Jindal or approved equivalent, nominal 980 to 1020 mm effective cover width and nominal 28 to 30 mm deep ribs with subtle square fluting in the 5 pans at nominal 190 to 210 mm centre-to-centre. The end rib shall have anti-capillary groove and return leg. The feed material to be manufactured from 0.55 mm Base Metal Thickness (0.60 mm TCT), min. 550 MPa yield strength coated with hot dip metallic Aluminium Zinc alloy coating (i.e. 55% Al, 43.4% Zinc, 1.6% Si - Zincalume), AZ150 (min. 150 gm/ m2 total on both sides) confirming to AS 1397 / ASTM A 792M / IS15961 with approved equivalent quality paint.Including cost of self drilling screws of required size and approved quality. The steel manufacturers test certificate for the chemical and mechanical properties of steel must be submitted to the concerned authority prior to installation.

Providing and fixing Chemical (Re 500 V3) Anchor Fasteners of HILTI make or equivalent for connections, as per structural drawing and as instructed by Engineer-in-charge. Rate to include cost of drilling by mechanical means in concrete, cleaning the drilled holes, placing threaded Rod HIT-V, and driving of bolts, 2nos - 4mm thick MS washers fastening screw and tightening with nuts and check nuts. (quoted rate to include design & testing of fasteners for its performance). 16mm dia - standard length

Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars /spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 1000 mm dia RCC pipes. (Laying by manual/ machanical means)

Providing and fixing thermal insulation of ceiling (under deck insulation) with specified rock wool conforming to IS: 8183,and non cumbustible as per IS 3144, 50mm thick, Laminated with One side Aluminium Foil to be fixed with any type of metallic cleats,scews, adhesive,wires etc ,With resin bonded rock wool with density 48 kg/cum

M/S MUZAFFAR AHMAD RATHER

M/S SUBZAR AHMAD ROY