Internal / External Painting, External Water Supply, Bore Well, Septic Tank, Soakage Pit, Roadwork, Site Leveling, Underground Water Sump and other allied works at Govt. Medical College Dialgam, Anantnag.

Amount

Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ liter of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour as approved by architect or engineer incharge .(Two coats in All Floors)

Applying priming coats with primer of approved brand and manufacture, With water thinnable cement primer on wall surface having VOC content less than 50 grams/liter having low VOC (Volatile Organic Compound) content. (All Floors)

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 textured exterior paint of required shade on New work (two or more coats) over and including base coat of exterior primer applied @ 2.20kg/10sqm (Premixed type or shaded after applying texture as per directions of Enginner I/C).

Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. (Electric resistance or induction butt welded tubes). Truss for sub station @ 4.5 Kg/Sft as per design for 350 Sqms.

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade on wood work (Chowkats and shutters).(Two or more coats on new work over an under coat of suitable shade with ordinary paint (Primer) of approved brand and manufacture including removal of plaster, putty etc and cleaning the surface all complete.( All Floors)

Providing and fixing machine moulded aluminum covering of approved pattern & design, made out of machine-cut aluminum sheet and machine holed for receiving dash fastener, over expansion joints on vertical surfaces/ ceilings floors, the fixing on plate in one row on one side of joint only shall be done with stainless steel dash fastner of 8 mm dia. and 75 mm long bolt including providing aluminum washers 2mm thick, 15mm dia. at a staggered pitch of 200 mm centre to centre including drilling holes in the receiving surface and providing expandable plastic sleeves in holes etc. complete. as per drawing and direction of Engineerin-charge (Unit weigth @ 6.775 Kgs / Sqm)

Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. including use of chequered plate wherever required, all complete. (4 mm thick chequered plate @ 31.40 Kg / Sqm).

French spirit polishing, Two or more coats on new works including a coat of wood filler (Applied by brush or Canvas as per directions of Engfineer I/C)

Providing and fixing wooden panneled soffit of panel size 125 mm and 10-12 mm thick in imported Kail wood with tongue and grove joints including the cost of scaffolding charges but excluding the cost of wooden framework.

Providing and fixing framework in Budloo wood of batten size 50mmx75mm for fixing of wooden panelled soffit including all charges involved (All levels).

Varnishing with varnish of approved brand and manufacture. Two or more coats of glue sizing with copal varnish over and under coat of flatting varnish.

Providing and fixing 15cm wide 45 cm overall semi circular Color Coated G.S. sheet gutter 0.80 mm thick with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes complete.

Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (110 mm diametre)

Coupler 110mm

Single tee without door (110x110x110 mm)

Bend 87.5° (110mm)

Shoe (plain) (110mm)

PVC clips for fixing PVC rain pipe on walls incl. rawl plugs etc.

Providing and fixing wooden moulded corner beading of size 50x50 mm (base and height) of triangular shape to the junction of paneling etc. with iron screws, plugs and priming coat on unexposed surface etc. complete.

Cleaning of Floor tiles/Granite using acid /chemical inlcuding removal of dust dirt etc inlcuding covering doors and windows so as to prevent any damage.

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)

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

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

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.

Supplying and stacking of ordinary earth free from debris and other unwanted material from source to site of work including royalty, carriages and other charges. (Earth measured in stacks will be reduced by 20% for payment)

Supplying and stacking of good earth at site including royalty (earth measured in stacks will be reduced by 20% for payment)

Spreading of sludge, dump manure or/and good earth in required thickness as per directions of Engineer in-charge (cost of sludge, dump manure or/and good earth to be paid separately)

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) Stone aggregate 20 mm nominal size).

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and sturts, etc. upto floor five level excluding cost of centring, shuttering, and reinforcement. (1:1½:3) Stone aggregate 20 mm nominal size).

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. 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)

Providing, assembling and placing high strength deformed steel bars of Fe 500 grade (Conforming to IS 1786-1985) for RCC work including cost of binding wires for all complete (130 Kgs of steel / Cum of concrete footing & beams of Boundary Wall).

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

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

Suspended floors, roofs, landings, balconies and access platforms

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

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

Brick Masonry in 1:6 cement mortar (1 cement: 6 coarse sand) FPS bricks in wall, foundation and plinth.

Brick Masonry in 1:6 cement mortar (1 cement: 6 coarse sand) FPS bricks in wall from plinth to floor V level.

Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in superstructure above plinth level upto floor V level. including curing in :

Plaster work 15 mm in cement sand mortar 1:6 including chipping off the unwanted concrete where ever necessary curing ,cost of sand and all carriages involved. All complete.

Providing & fixing PVC pipe heavy duty type B, underground for drainage, Water or Vent pipe 150 mm internal diameter with cowl. And necessary bends, junctions, all fittings included, inclusive of rubber washers, adhesives as per instruction of Engineer in charge complete job. (Finolex, Prince, Astral),Including sand bed wherever required

Providing & fixing PVC pipe heavy duty type B, underground for drainage, Water or Vent pipe 100 mm internal diameter with cowl. And necessary bends , junctions, Door Traps all fittings included, inclusive of rubber washers , adhesives as per instruction of Engineer in charge complete job.(Finolex, Prince, Astral),Including sand bed wherever required

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, 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 FPS (Non modular bricks of class designation 7.5)

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 all complete (Frame size of 0.6X0.6 m weigth 4.50 Kgs /M). Main hole covers plate 8 mm thick @ 62 Kgs / Sqm.

Providing and Laying of Dry Random rubble stone masonry using Quarry stones with bond stones in foundation & plinth dry.

Coursed Rubble Masonry with hard stone in foundation and plinth and curing complete with Cement mortar 1:6 mix.

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.

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.

Construction of granular sub-base by providing close graded Material conforming to specifications, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. (With material conforming to grade -I size range 75 mm to 0.075 mm)

Supplying and stacking of graded stone aggregate at site of size range (excluding carriages)

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

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

Supplying and stacking of stone screenings/ chippings at site. excluding carriage. 13.2 mm nominal size (Type A) for 63 mm to 45 mm range @ 0.12 Cum / 10 Sqm & 11.2mm mm nominal size (Type B) for 53 mm to 22.4 mm range @ 0.18 Cum / 10 Sqm

Laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity etc. complete (Payment for stone aggregate, screenings, kankar, moorum and red bajri etc. to be made separately) : Base with stone aggregate 63 mm to 45 mm including stone screnning 13.2 mm size (75 mm compated thickness). Base with stone aggregate 45 mm to 22.5 mm including stone screnning 13.2 mm size (75 mm compated thickness)

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)

Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coates on new work.

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 up to plinth level for water sump)

Providing and laying water proofing treatment in sunken portion of WCs, bathroom or like etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : (a) First layer of slurry of cement @ 0.488 kg/sqm mixed with with water proofing cement compound @ 0.253kg/ sqm. This layer will be allowed to air cure for 4 hours. (b) Second layer of slurry of cement @ 0.242 kg/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.

Construction of precast reinforced inspection chamber including the cost of angle iron framework embedded in concrete block 225mm high and 150 mm wide around the inspection openings in slabs including formwork and all costs involved.

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)

Providing and laying 12mm Cement plaster in all counters 1:6 mix.

Providing and fixing gang saw cut mirror polished (pre moulded and pre polished), machine cut for kitchen platform, vanity counters window sills facias and similar locations of required size of approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing moulding and polishing to edge to give high gloss finish etc. complete at all levels. Granite any clour & shape (Area of slab over 0.5 Sqm) 18 mm thick.

Extra for providing edge moulding to 18 mm thick marble stone counters, Vanities etc. over item no. 8.2 including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge (Granite 18 mm thick)

Providing and fixing swan neck swivel type spout of approved make and quality for wash basins/sinks. (Jaquar/Hindware/Cera.

Providing and laying Industrial floor tiles of size as mentioned below (15 mm thickness as specified by the manufacturer) with water absorption less than 0.5% and conforming to IS-4457:2007, flexural strength not less than 38N/sqmm & Breaking strength not less than 4000N, of approved make, in all colors and shades, laid on 20mm thick cement mortar 1:4 (1 cement :4 coarse sand), including grouting & jointing with Laticrete or approved equivalent jointing compound of matching shade in place of white cement with matching pigment all complete as per direction complete. Size of tile 300mmX300mmX15mm thick including cost of materials & all other charges complete Job.

Providing & fixing GRC panel (115mm thick) on external walls as per the architectural drawing, fixing to be done on external wall keeping a minimum 100 mm gap from external wall, with SS 304 clamps designed to take load of GRC & infill brick tile, including the necessary SS clamps, scaffoldings required etc., complete by specilized vendor in strict supervision of manufacturer's engineer & as per the instruction of engineer-in-charge.

Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete.

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 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 kind of soil

Providing and fixing GI pipes complete with GI fittings including trenching and refilling etc. B (Medium)

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

200 mm dia Ductile Iron Class K-9 pipes

Providing and laying Double Flanged (Screwed / Welded) Centrifugally (Spun Ductile Iron Pipes of Class K-9 conferming to IS 8329

150 mm dia C.I. Ductile Iron Class K-9 pipes

200 mm dia C.I. Ductile Iron Class K-9 pipes

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

200 mm dia. Pipes

Providing and fixing C.I. Sluice valve( with cap ) complete with bolt, nuts, rubber insertions etc. 150 mm diametre 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 coarser grade alround the GI pipes in external work.

25mm dia nominal bore

32mm dia nominal bore

40mm dia nominal bore

Providing & fixing C.I double air valve of approved quality with bolts , nuts , rubber insertion etc complete (The tail pieces , tapers etc if required will be paid separately ) 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

Supply, Installation, Testing & commisioning of Pop up Impact Rotary Sprinkler having radius of throw 10 m - 13 m, Discharge 0.12 Lps to 0.22 Lps. At 2.0 Bar to 3.0 Bars Irrigation System with all required accessories complete.

Providing and fixing HDPE pipes Gread - PE 63 working pressure PN 6 kg/cm2 including all fittings with or without access i.e bends, junctions, cowls, offsets, etc.and jointing with solvent cement and excavation, refilling and disposal of surplus earth, including cutting holes in walls and floors ,wherever required and making good the same, complete as directed by the Engineer in charge.

25mm outer dia.

32mm outer dia.

40mm outer dia.

50mm outer dia.

65mm outer dia.

80mm outer dia.

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, up to 90 metre depth below ground level.

400mm dia (All types of soil).

400mm dia (Rocky strata including boulders)

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 400mm dia (Rocky strata including boulders)

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia.

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC plain slotted (having slot of size 1.6/3.2 mm) of required dia, conforming to IS: 4985, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 200 mm nominal size dia

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.

Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.

Providing and fixing suitable size threaded pvc cap the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: 200 mm dia

Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp.

Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia

Providing & fixing of following sizes of CI non return valve conforming to API-594 with C.I. body, SS Disc, SS stem, EPDM seal, complete with companion flanges, bolts, nuts, washers & inserted rubber gasket complete as required and as per enclosed specification. 100 mm dia

Supplying & installation Submersible single stage single entry pumps with C.I.body and C.I. two vane enclosed type impeller connected to TEFC submersible motor for 415 volts, 3 phase, 50 cycles including MCC panel with ISI marked of making connection suitable for tube-well/D.C.B. The job includes screwing and welding of flanges on G.I. riser pipes installation, complete fittings accessories with riser pipes jointing of electrical cables other connections making switch board electrical connections, all labour for testing of submersible pump and supply of water to water mains complete in all respects, Discharge 250 LMP, Head 120 M HP P/Load 7.5 (Approx).

Providing and fixing white vitreous china laboratory sink with C.I brackets, 40 mm C.P Brass waste with necessary C.Pbrass unions complete incl painting of fittings and brackets, cutting and making good the walls wherever necessary (size 530 X 430 X 200)mm

Providing and laying Polished Granite stone in wall(cladding)/ floors in required design and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings, with 16 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand), laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.The rates are incl.of all necessary cramps nets ,screws,glues etc wherever required for cladding work

Providing and laying Heavy DUTY vitrified floor tiles (thickness not less than 12 mm) with water absorption less than 0.08% and conforming to IS:15622 of approved make, in all colours and shades, laid on 40 mm thick cement mortar 1:4 (1 cement :4 coarse sand) including grouting the joints with white cement and matching pigments etc. The cost includes 3mm joint spacers inserted in between tiles.(300*300). The design and finish shall be decided by Engineer in charge

Providing and laying antiskid Vetrified tiles (digital) (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4 ( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., cost of 2 mm spacers to be provided in between the tiles. Mat finish in floor of Corridors 600X600

Providing and laying antiskid Ceramic tiles (digital) (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4 ( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., cost of 2 mm spacers to be provided in between the tiles. Glazed in skirting 300X600.

Providing Double moulding Granite stone Stair treads etc ,including cost of 5mm thick strip/ adhesive of approved quality, machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in- charge.

PNSC INFRASTRUCTURE PVT LTD

Ghulam Mohammad Bhat