Balance work of all Blocks and external sewerage system /sanitary work including RCC Manhole utilization tank and soakage pits etc at Govt. Medical college Baramulla

Amount

Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes channels, plates etc.including welding ,grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories and stainless steel dash fasteners, stainless steel bolts etc. of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc

Finishing walls with textured exterior paint of required shade as per architectural design on New work incl. scaffolding charges (two or more coats applied @ 3.28 liter/10sqm over and including base coat of exterior primer applied @ 2.20kg/10sqm. (All Floors) as per the directions of the engineer incharge.

Providing and applying texture putty of specified thickness, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even incl repair of any damages by plastering complete. (External All Floors) incl. Scaffolding etc complete.

P/A waterproof cement priming coat over wall putty and pop surfaces of approved brand including cost of all materials leads, lifts and carraiges etc upto site of work complete

Wall Painting with plastic emulsion paint of approved brand and manufacture to give an even shade. Two or more coats on new work incl carraige lifts etc all complete

Providing and fixing false ceiling at all height including providing and fixing of frame work made of special steel sections galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS:277 including jointing and finishing to a flush finish of tapered and square edges of the gypsum board with recommended jointing compound, jointing tapes, all as per manufacturers’ specification and also including the cost of making openings for light fittings, grills diffusers, cutouts made with frame of perimetre channels suitably fixed all complete as per drawing and specification and direction of the Engineer-in-Charge and including the cost of primer and painting with: 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095-Part 1 : 2011

Providing and Fixing Acoustic tiles having square edge Glass-Wool/mineral fibre acoustic ceiling board/tegular edge in size 600 x 600 x 18-22mm having noise reduction co-efficient of 0.80-0.90, light reflectance 3% and humidity resistance of 95% at 30ºC. The weight of the system with the tile should be approx. 4 kg/m2 and the tile should have class A absorption, grid system, grid of hot dipped galvanized steel sections (galvanized) consisting of main T runners and cross T suitably spaced as per approved manufactures specifications including connections fixtures necessary for stabilizing the system.

Providing and fixing mineral fibre false ceiling tiles at all heights of size 595X595mm of approved texture, design and pattern. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance > 85%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Fire Performance as per (BS 476 pt - 6 &7)in true horizontal level suspended on interlocking TGrid of hot dipped all round galvanized iron section of 0.33 mm thick (galvanized @120 gsm) comprising of main T runners of 15x32 mm of length 3000 mm, cross T of size 15x32mm of length 1200 mm and secondary intermediate cross T of size 15x32 mm of length 600 mm to form grid module of size 600x600 mm suspended from ceiling using galvanized mild steel item (galvanised@80gsm) 50 mm long 8mm outer diameter M-6 dash fasteners, 6 mm diameter fully threaded hanger rod up to 1000 mm length and L-shape level adjuster of size 85x25x2 mm, spaced at 1200 mm centre to centre along main ‘T’. The system should rest on periphery walls /partitions with the help of GI perimeter wall angle of size24x24X3000 mm made of 0.40 mm thick sheet, to be fixed to the wall with help of plastic rawl plug at 450 mm centre to centre & 40 mm long dry wall S.S. screws. The exposed bottom portion of all Tsections used in false ceiling support system shall be pre-painted with polyester baked paint, for all heights. The work shall be carried out as per specifications, drawings and as per directions of the engineer-incharge. With 16 mm thick bevelled tegular mineral fibre false ceiling tile (NRC 0.55 to 0.6

Providing and installing underdeck insulation with 50 mm thk. glasswool of 24-48 Kg/cum density under roof sheeting of approved make with aluminum foil facing and supported at bottom with GI welded wire mesh 75x75x1.6 mm complete including all suspending arrangement as required.

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.) Powder coated aluminum (minimum thickness of powder coated 50 microns

Providing and fixing 4mm thick ACP sheets over alumunium framework including, adhesive, screws, silicon based sealant. All complete as perdirections of the engineer incharge.

Providing and fixing in position Stainless steel Grade 304 plate-1.0 mm thick as per design for expansion joints. 200/300 mm wide. Wall Joint of 100/150/200 mm gap

Providing and fixing of 20mm thick deodar wood planks (toungued & Grooved) to the soffits of MS Truss with necessary framework of budloo wood 2" × 11/2" section with spacing of 450 mm × 450mm framework with necessary fittings/ arrangements incl polishing with french spirit polish all complete job as per the directions of the engineer-in-charge.

Providing and fixing of KHATAM BANDI ceiling of first class budloo/fir wood excluding the cost of frame work which is to be paid separately (but including 12mm plywood base). Pahal Gardan /Changez Khani/Chaar Gul/Chaar Phool

Providing fixing KD wood framework in ceilings including fixing with MS truss by way of angle cleats/supports etc.drilled in screws incl cost of nails,screws all complete as per the directions of engineer-incharge.

Providing and fixing polished 10-12 mm thick KD wood lipping around door/window openings including fixing with necessary screws , rawl plugs and applying necessary adhesive. The beading/lipping shall be finished/rounded at edges and fixed as per the directions of engineer incharge. (Academic and administration block)

Making clean surfaces including removing of putty/plaster scratching (making grooves 10-15mm deep and wide) the surface and providing applying fibre reinforced Crack-X (Dr. Fixit or equivalent) over wall surfaces including removing any excesses and making plane by sand papering etc. and use of fibre glass tape over the cracks (Academic and administrtion block)

Providing and fixing (reflective/plain) glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 3.5-4.0mm thick glass panes.

Labour Charges for fixing of precast AAC blocks using jointing compound/adhesive mortar including hoisting lead and lift all complete. Excluding Cost of AAC blocks and adhesive mortar. But including laying of cement concrete bands cement and steel included.

Providing and fixing glazed shutters for doors, windows and clerestory windows using 3.5-4mm thick float glass panes including ISI marked M.S./S.S pressed butt hinges bright finished of required size with necessary screws. Deodar wood

Providing and fixing wire gauze shutters using galvanized M.S. wire gauze of average width for aperture 1.4 mm in both directions with wire of dia. 0.63 mm for doors, windows and clerestory windows with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws as per direction of Engineer-in-charge. Deodar wood

Providing and fixing of 32-35mm high density high moisture resistant (HDHMR) door shutter with ornamental raised panels Carved on both sides, fixed with 05mm wooden lipping on all edges as per the approved design and 04 no's of 5 inch long steel butt hinges (12 to 14 guage for each shutter) with counter suck CSK screws of size 4 × 50 mm to be fixed with pre drilling of pilot bore of 2.5mm and 50mm depth hinge complete. All Complete as per directions of the engineer in-charge.

Extra for providing vision panel not exceeding 0.2sqm in all types of flush doors (Cost of glass excluded) Rectangular or square

Providing and fixing bright /matt finished Stainless Steel/Aluminium Anodised handles of approved quality & make with necessary screws etc all complete. as per the directions of engineer in-charge.

Providing and fixing bright /matt finished Stainless Steel/Aluminium Anodised sliding door bolt (L-drop) of approved quality & make with necessary screws etc all complete. 200-300mm as per the directions of engineer in-charge.

Providing and fixing bright /matt finished Stainless Steel/ Aluminium Anodised tower bolt of approved quality & make with necessary screws etc all complete as per the directions of engineer in-charge.

Providing and fixing SS/MS spring loaded door closer with necessary accessories and screws etc. complete :

Providing and fixing aluminum hanging floor door stopper, ISI marked, anodized (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete as per directions of engineer-in-charge: Twin rubber stopper

Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters/frames for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters/ frames. (shutters 25-40mm thick).

a) Float glass panes 4.5-5.0 mm thick glass pane.

b) Deodar wood.

Clearing grass including uprooting of rank vegetation, brush wood and removal of the rubbish incl collection stacking etc. of useful materials upto a distance of 150 m outside the periphery of the area cleared.

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 50 cm deep and disposal of rubbish, lead upto 150 m and lift upto 1.5 m in -All kinds of soil.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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.

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.

Dismantling CGI Sheeting in roofing etc. including ridges, hips valleys and gutters, wooden posts rafters etc., and stacking the material within 150 meters lead all complete.

Providing and Laying of granular sub base (GSB) by providing closely graded material, spreading uniform layers of specified thickness with motor grader on prepared surface & compacting with vibratory power roller of 80 to 100 kn capacity to achieve the desired density, gradient & camber with all leads, lifts, loading, unloading, hire & running charges of all machinery involved, cost of T&P & carriage upto site of work as per the directions of Engineer Incharge (finished work to be measured).

Providing, laying, spreading and consolidating graded stone aggregate WBM grade -Il (63mm to 45mm size) including screening of 13.20mm size (type A) sorting and spreading to template and rolling with a vibratory power roller of 80 to 100 kn capacity roller to proper grade and camber including binding material to fill up the interstices of the coarse material, watering & compacting to the required density complete with all leadq, lifts, loading, unloading, hire & running charges of machinery, cost of T&P, all carriages upto site of work completed aq directed by the Engineer Incharge (to be measured in finished form) (total compact thickness 75mm.)

Demolishing RCC work by mechanical means & stockpiling at designated locations & disposal of dismantled materials upto a lead of 1 kilometer, stacking serviceable & unserviceable material separately including cutting reinforcement bars

Excavating trenches of required width for pipes, cables etc. Including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5M including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cms in depth including consolidating each deposited layer by ramming, watering, etc. And disposing of surplus excavated soil as directed within a lead of 50 m Hard/dense soil. All kind of soil

Pipes, cables etc, exceeding 80mm dia but not exeeding 300 mm dia

Extra for Excavation trenches for pipes, cables etc. in all kind of soil for depth exceeding 1.5m but not exceding 4.5 m (Rate is over corresponding basic item for depth up to 1.5m)

Excavating trenches of required width for pipes, cables etc. Including excavation for sockets, depth upto 1.5M including getting out the excavated materials, returming the soil as required, in layers not exceeding 20 cms in depth including consolidating each deposited layer by ramming, watering etc., stacking serviceable material for measurements And disposing of unserviceable material as directed within a lead of 50 m. Cutting of Hard road surfaces

Pipes, cables etc, exceeding 80mm dia but not exeeding 300 mm dia

Extra for Excavation trenches for pipes, cables etc. in all kind of soil for depth exceeding 1.5m but not exceding 4m (Rate is over corresponding basic item for depth up to 1.5m)

Earthwork in excavation by mechanical means ( Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, with in a lead of 50m. All kind of soil

Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.

Ordinary rock

Hard rock (blastig prohibited)

Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Grading–3(53-22.4) specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as drawings and MORTH Technical Specifications .(total compact thickness 75mm.) at road cuts

Providing, laying and jointing HDPE DWC (SN-8 Pipe ) complete in all respect.

200 mm diameter

250 mm diameter

300 mm diameter

Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand: 10 graded stone aggregate 40 mm nominal size) up to haunches of RCC pipes sewer/storm drainage including in bed for pipes to be laid in trenches as per standard details.

200 mm diameter

250 mm diameter

300 mm diameter

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches for circular manholes inculding dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and discoposal of surplus excavated soil as directed, within a lead of 50m. includes dewatering close timbering .

All kinds of soil

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

Qty for 1.5-4.5 M depth

Supply and filling of dry stone soling maximum size 100 - 75mm duly hand packed including all carriages, leads and lifts up to site of work complete.(200mm Thk Soling)

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - Mud mat at man hole base

1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work for man hole raft base / circular walls /top slab including dewatering

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)

Centering and shuttering in steel including strutting, propping etc. and removal of form for (steel shuttering )

A). Circular wall /Raft slab top slab

B). Suspended floors, roofs landings balconies and access platform etc

C). Edges of slabs and breaks in floors and walls under 20 cm wide

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

P/F of 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 top slab of man hole

Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on12mm dia steel bar conforming to IS :1786 having minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protrude legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138mm as per standard drawing and suitable to with dtand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification make to be visible even after fixing, including fixing in manholes with 30x20x15cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design.

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains ( not exceeding 1.5m in width or 10Sqm on plan), inculding dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and discoposal of surplus excavated soil as directed, within a lead of 50m.

All kinds of soil

Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials All kinds of soil. Qty for 1.5-3.0 M depth

12 mm cement plaster finished with a floating coat of neat cement of mix :

1:3 (1 cement: 4 fine sand)

Providing orange color safety foot rest of minimum 6mm thick plastic encapsulated as per IS : 10910 on12mm dia steel bar conforming to IS :1786 having minimum cross section as 23mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protrude legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138mm as per standard drawing and suitable to with dtand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification make to be visible even after fixing, including fixing in manholes with 30x20x15cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design.

Providing and fixing in position precast R.C.C. manhole cover and frame of required shape and approved quality.

560 dia manhole cover and frame

Note: All waterproofing work shall be executed only through approved agencies and a ten year guarantee is to be submitted to the Owner on approved proforma.

Providing and laying water proofing treatment in water tanks by applying cement slurry mixed with water proofing cement compound consisting of applying: (Tapecrete of CICO or approved equivalent)

(a) 1st layer of slurry of cement @ 0.488kg/ Sqm. mixed with water proofing cement compound @ 0.253kg/ Sqm. This layer will be allowed to air cure for 4hours.

(b) 2nd layer of slurry of cement @ 0.242kg/ Sqm. mixed with water proofing cement compound @ 0.126 kg/ Sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.

The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

Making soak pit with over all depth of 4.5mts with 2.5m diameter for ground level to 2mts then 1.5mts dia from 2m to 4.5mts (over alldepth of 4.5m) walls to be retained with with dry stones masonary wall for width of 0.5mts all around the well the remaning portion to be filled with dry stones along with drain pipes 100 mm diameter, 2.5 m long complete as per standard design/drawings or as directed .by Engineer in charge and l as per drawings

Excavating trenches of required width for pipes, cables etc. Including excavation for sockets, depth upto 1.5M including getting out the excavated materials, returming the soil as required, in layers not exceeding 20 cms in depth including consolidating each deposited layer by ramming, watering etc., stacking serviceable material for measurements And disposing of unserviceable material as directed within a lead of 50 m.

Pipes, cables etc, exceeding 80mm dia but not exeeding 300 mm dia( Ordinary Rock)

Pipes, cables etc, exceeding 80mm dia but not exeeding 300 mm dia Hard rock (blasting prohibieted)

Providing and fixing GI pipes complete with GI fittings excluding trenching and refilling etc.

25mm dia nominal bore

32mm dia nominal bore

40mm dia nominal bore

Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes confirming to IS: 8329 fixing.

100 mm dia Ductile Iron Class K-9 pipes

150 mm dia Ductile Iron Class K-9 pipes

Providing and laying Double Flanged (screwed / welded) Centrifugally (Spun) Cast Iron, Class B (IS : 1536)

100 mm dia C.I. Double Flanged Pipe

150 mm dia C.I. Double Flanged Pipe

Providing and laying DI specials of class K12 suitable for push on jointing as per IS 9523 Upto 600 mm. dia

Providing and laying D.I. specials of class K-12 Suitable for mechanical jointing as per IS 9523 Upto 600mm dia.

Providing push-on-joint to Centrifugally (Spun) Cast Iron Pipes 0r Ductile Iron Pipes including testing of joints and inclusive the cost of rubber gasket.

100 mm dia. Pipes

150 mm dia. Pipes

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. incl the tail pieces if required. 150 mm diameter. Class- II

Constructing masonary chamber 30x30x50cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for stop cock with C.I. Surface box 100x100x75 mm ( inside) with hinged cover fixed in cement concrete slab 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement:5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design with F.P.S. bricks with common burnt clay F.P.S.(non module) brick of class designation 7.5

Constructing masonary chamber 60x60x75cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. Surface box 100mm top diameter , 160 mm bottom diameter and 180 mm deep ( inside ) with chained lid and RCC top slab 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement:5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design with F.P.S. bricks. with common burnt clay F.P.S.(non module) brick of class designation 7.5

Constructing masonary chamber 90x90x100cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. Surface box 100mm top diameter , 160 mm bottom diameter and 180 mm deep ( inside ) with chained lid and RCC top slab 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement:5 fine sand: 10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design with F.P.S. bricks. with common burnt clay F.P.S.(non module) brick of class designation 7.5

Painting GI pipes and fittings with two coats of anti corrosive bitumestic paint of approved quality.

25mm dia nominal bore

32mm dia nominal bore

40mm dia nominal bore

Providing and filling sand of grading zone V or coarser grade alround the GI pipes in external work.

25mm dia nominal bore

32mm dia nominal bore

40mm dia nominal bore

Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (incl tail pieces, tapers etc. if required).

80 mm dia

Providing and fixing brass/bronze lever operated ball valve of full flow with stainless steel ball (AISI 304 and spindle AISI 410) with setting and gland of superior quality having minimum working pressure of 16 kg/cm2.

25mm nominal bore

32mm nominal bore

40mm nominal bore

Providing and fixing C.I. sluice valves (with cap) complete with bolts,nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :

80mm dia nominal bore

NOTE. All BOQ items are inclusive of cost of carriage, material and taxes complete job

M/S SUBZAR AHMAD ROY

M/S MOHAMMAD ASHRAF GILKAR ENGINEERS AND CONTRACTORS

M/S MUZAFFAR AHMAD RATHER