Construction of GAD type-II Quarters (After dismantling of Mudkanda House) at Brock Hurst Shimla-2

Amount

Cutting in earth work in excavation by mechanical means ( Hydraulic excavator) manual means over areas in all depths width in all ncluding getting out and disposal of excavated earth lead upto all leads and lifts as directed by Engineer in charge. All kind of soil excavated earth in acquired width of road or on approved dumping sites through all modes of transportation including head load , animal load or mechanical means along with its leveling fine dressing and all lobour , machineries, materials, tools equipments and safety measures and incidentals necessary to complete the work by mechanized means and labour (if any required). the cost of useful materials such as stones,shingles,aggregates and slates shall be sorted out and stacked along road side,which shall not be less than one tenth of JW,one ten of SR and one six of HR one Third .= nil qty. which shall be proportionately increase/decrease as the qty. of earth work increase/ decreas in all cases recovered from the contracto @ 300/-( one hundred seventy only) per cubic metre shall be efacted any loss to the public and private property during the course of execution shall be the absolute responsibility of the contractor which shall have to be duly compensated by him in all respects. including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m (One point five metre) in width or 10 sqm (ten Square Metre)on plan) in all kinds of soil. including dressing of sides and ramming of bottoms including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal in all leads and lifts including dressing of sides and bottom and back filling in trenches with excavated suitable materials. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion damage to hill side water pollution etc. and to protect stability of hill side rock shall be excavated with chiseling and wedging out rock (where blasting is prohibited) all earth work in cutting/ excavation including rock excavation shall be carried out true to lines grades, side slopes, width , camber super elevation and level as shown on the drawings or as directed by the Engineer-in-charge hauling and stacking of materials useful for construction at suitable sites and safe disposal of unsuitable cut materials in specified dimension or as directed by the Engineer-in-Charge. If the foundation of the structure is in an area with stagnant water or water is met with in the excavation due to spring seepage rain and other causes it shall be remove by suitable diversion bailing out or pumping as directed and the area of the foundation or embankment shall be kept dry. All the surplus excavated earth to be dumped at dumping site(dumping sites will be arranged by the contractor on his own cost).Any loss to the public or private property during the course of excavation shall be the sole responsibility of the contractor which shall have to be dully compensated by him at his on cost in all cases. including carriage of materials in all leads and lifts as per the directions of the Engineer-in-Charge.

Excavation in foundation trenches in all heights and depths in all kinds of soil including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling wedging out of rock (where blasting is prohibited) and their intermediate classification of soil including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the Engineer -in-Charge at site. according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and un- useful material and transportation of the un -useful material for disposing at dumping site (to be arranged by the contractor) including payment of prescribed charges of dumping to be borne by the contractor to the satisfaction of Engineer- in -Charge through all modes of transportation including head load, animal load or mechanical means along with its leveling fine dressing and with all kinds of labour ,machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ). All useful material such as stones , shingles aggregate and slates shall be properly stacked at site and handed over to the department free of cost to the maximum possible extent in all leads and lifts through all modes of transportation and used/removed as per the direction of Engineer-in-Charge. serviceable stones to be handed over to the department free of cost. Any loss to the public and private property during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

Excavation in drain and channel in earth work in all heights and depths in all kinds of soils, including saturated soils comprising of pick work, jumper work and blasting work both in soft and hard rock with chiseling and wedging out of rock (where blasting is prohibited) and their intermediate classification of soils including, dewatering wherever required, setting out to required lines, levels as shown on the drawing and directed by the Engineer -in-charge at site., according to the HP.PWD. specification of 1990 (one thousand nine hundred ninety) volume-I (one) and sorting out useful and unuseful material and transportation of the unuseful material for disposing at dumping site (To be arranged by the contractor) as per satisfaction of Engineer- in -charge through all modes of transportation including head load ,animal load or mechanical means along with its leveling fine dressing and with all kinds of labour, machineries, tools equipments and safety measures and incidentals necessary to complete the work by mechanical means and labour ( if required ). All useful materials such as stones , shingles, aggregates, and slates shall be properly stacked at site to the maximum possible extent in all leads lifts through alll modes of transportion as per the direction of the Engineer -in- Charge/The recovery for stones ,received from cutting ,jumper work @ one /tenth ,soft rock @ one /sixth and hard roack one/third cubic metre @ 300/- only( Rupees three hundred ) per cubic metre shall be effected on prorata basis in all circumstances. Any loss to the public and private propriety during the course of execution and disposal of serviceable and unserviceable materials shall be the absolute responsibility of the contractor and shall have to be duly compensated by him in all respects including all incidental charges.

Filling with available flyash and earth (excluding rock ) in trenches or embankment in layers (each layer should not exceed 15 cm(fifteen centimetre)), with intermediate layer of compacted earth (Soil density of 98% (ninety eight percent) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer - in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:5:10 (One cement : five coarse sand): ten graded stone aggregate 40 mm(forty milimetre) nominal size) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing::1:3:6 (one cement : three coarse sand) : six graded stone aggregate 20 mm (twenty milimetre) nominal size) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Centering and shuttering including strutting, propping etc. and removal of form for including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i)Foundations, footings, bases of columns, sqm etc. for mass concrete

(ii)Suspended floors, roofs, landings, balconies sqm and access platform including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge

(iii) Columns, Pillars, Piers, Abutments, Posts sqm and Struts including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge

(iv) Lintels, beams, plinth beams, girders, sqm bressumers and cantilevers including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge

(v) Edges of slabs and breaks in floors and walls Under 20 cm wide including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge

(vi) Vertical and horizontal fins individually or forming box louvers band, facias and eaves boards including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (one cement : two coarse sand) : four graded stone aggregate 20 mm (twenty milimetre)nominal size) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (one cement : one point five coarse sand): three graded stone aggregate 20 mm (twenty milimetre)nominal size) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

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, cum shuttering, finishing and reinforcement with 1:1.5:3 (one cement : one point five coarse sand) : three graded stone aggregate 20 mm(twenty milimetre) nominal size) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (one cement : one point five coarse sand) : three cum graded stone aggregate 20 mm(twenty milimetre) nominal size) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . Mild steel and Medium Tensile steel bars including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (one cement : six coarse sand) : With F.P.S.(non modular) bricks including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (one cement :four coarse sqm sand) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Stone filling behind retaining wall including carriage of material within all leads and lifts as per direction of Engineer-in-Charge.

Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm(one hundred milimetre) dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) towards drawing face complete as per drawing and technical specification clauses 614, 709, 1204.3.7 including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Stone Soling properly hand packed filling interstices with spalls and consolidating including spreading water complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.35 mm(thirty five milimetre) thick including ISI marked Stainless sqm Steel butt hinges with necessary screws including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing wire gauge shutters using galvanized M.S. wire gauge of average width of aperture 1.4 mm(One point four milimetre) in both directions with wire of dia 0.63 mm(zero point six three milimetre), for doors, windows and clerestory windows with hinges and necessary screws :35 mm (thirty five milimetre)thick shutters with ISI marked M.S. pressed butt hinges bright finished of required size Second class teak wood including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing 19mm (Nineteen milimetre)thick commercial board in shelves/box for cup board with butt joints & fixing with nails & screws etc complete) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing 19mm (nineteen milimetre) thick Commercial Board shutters for up boards i/c fixing with nickel plated piano hinges with screws etc complete) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing ply wood lining with butt jointing and nails (frame work and cove fillets to be measured and paid for separately) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing plain M.S. Grills of required pattern in steel frames of windows and ventilators etc, with M.S. flats, square or round bars with round headed bolts and nuts etc. or by screws including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing C.P. sliding door bolts anodized transparent or dyed to required colour and shade with necessary screws etc. completed including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. ( i)300 X 16 mm (three hundred into sixteen milimetre)size

(ii) 250 X 16 mm(two hundred fifty into sixteen milimetre) size.

Providing and fixing aluminium tower bolts (Barrel type) anodized transparent or dyed to required shade and colour with screws etc. complete including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge. (i) 200 X 10 mm (two hundred into ten milimetre)size

(ii) 150 X 10 mm (One hundred fifty into ten milimetre) size.

Providing and fixing aluminium handles anodized transparent or dyed to required colour and shade with necessary screws etc. completed including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)125mm(One hundred twenty five milimetre) size

(ii)75 mm (seventy five milimetre)size.

Providing and fixing Floor spring with necessary screws etc. complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing oxidized single acting Door spring with necessary screws etc. complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i) 150 mm(One hundred fifty milimetre)

Providing and fixing oxidized M.S. hasps and stapple for cup board 90 mm (ninety milimetre)size with necessary screws etc complete. The rate is inclusive including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing 150mm (one hundred fifty milimetre) oxidized M.S. hooks and eyes. The rate is inclusive for including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing hard wood plain squre edged cover fillets beeding 19 x 6mm (nineteen into six milimetre) section including mitring at junction with wooden screws and nails etc. complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing 1.00 mm thick lamination sheet of approved shade and quality fixed with approved adhesive and nails complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing Magnetic catcher with screws etc. complete. inclusive for including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing 40 X 3 mm (forty into three milimetre)flat iron holdfast 40 cm.(forty centimetre) Long including fixing to frame with 10 mm(ten milimetre) diametre bolts and nuts and wooden plugs and embeded in cement concrete blocks 30 x 10 x 15 cm.(thirty into ten into fifteen centimetre) 1;3;6 ( one cement : three sand : six graded stone aggregate 20 mm(twenty milimetre) nomonal size) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing M.S. curtain rod Powder coated 25 mm (twenty five milimetre) dia including clamps, finells with brackets plugs etc. including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing Door Silencer 3 " (three ench) with screws etc. complete. including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing wood work in frames of doors,windows,clerestory,windows and other frames wrought, framed and fixed in position.2nd class deodar wood including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing panelled glazed or panelled and glazed shutters for doors windows and clerestory windows. Including black enamelled iron butt hinges with necessary screws.40mm (forty milimetre) thick.2nd class Deodar wood including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing wire gauge shutters using galvanised M.S. wire gauge of I.S. gauge designation 85 G. with wire of dia 0.56 mm (zero point five six milimetre) for doors windows and clerestorey windows including bright finished black enamelled iron hinges with necessary screws.40 mm(forty milimetre) thick (i) 2nd class deodar wood including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Cement concrete flooring 1:2:4 (one cement : two sand : four graded stone aggregate 20mm (twenty milimetre) nominal size) laid in one layer finished with a floating coat of neat cement including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges. (i)40 mm(forty milimetre) thick.

Providing and fixing 10mm (ten milimetre) thick anti skid water proof stain and impect resistent heavy duty vetrified tiles Nitco or equivalant 600x600mmx10mm (six hundred into six hundred milimetre into ten milimetre) manufactured of approved shade and colour in flooring, treads of steps and landings laid over 12mm(twelve milimetre) thick cement mortar 1:3 (one cement : three sand) jointed with cement slurry mixed with pigment to match the shade of tiles as required complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and laying Duro stone vetrified tiles (300x300mmx10mm) in grey/coloured or of approved shade in flooring, treads of steps and landing laid on a bed of 12mm(twelve milimetre) thick cement mortar 1:3 (one cement : three sand) laid over and jointed with neat cement slurry finished with flush pointing in white cement mixed with pigment of required shade to match the shade of tiles complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

White glazed tiles 6mm (Six milimetre) thick in skirting risers of steps and dado 12mm (Twelve milimetre) thick cement mortar 1:3(One cement is to Three Sand) and jointed with cement slurry including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge

Providing and laying marble work table rubbed and polished in flooring laid over 20mm(Twenty milimetres) thick base in 1:3 (One cement :three sand) including jointed with cement mortar 1:2(one white cement :two marble dust) with an admixture of pigment to match of the shade of marble 20mm (Twenty milimetres) thick Green marble including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and laying heavy duty precast cement conrete inter locking paver blocks vibro compacted upto M- 50 grade i/c border or kurb block grey or coloured over sub-base of concrete with 25mm thick average thickness of cement mortar 1:4 (one cement : four sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks i/c curing rubbing & polishing complete (Sub base concrete floor to be paid for 40mm(forty milimetre) thick block including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing 0.60mm(zero point six zero milimetre) thick prepainted steel sheet in roofing with hot dipped metallic zinc coated sheet with top coat of regular modified polyster (RNP) organic coating of 20 microns over 5 microns rimer coating to back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm dia metre with prepainted limpet and rubber washers omplete with all accesoriees as required as per the direction of Engineer-in-charge

Providing and fixing ridges or hips 60 cm (sixty centimetre) overall with 0.60mm (zero point six zero milimetre) thick prepainted steel sheets in roofing with hot dipped metalic zinc coated sheets with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts & nuts 6mm dia & prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer in Charges.

Providing and fixing flushing 38cm (thirty eight centimetre)overall with 0.60mm (zero point six zero milimetre) thick prepainted sheet in roofing with hot dipped metalic zinc coated sheet with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts and nuts 6mm(six milimetre) dia meter & prepainted G.I. limpet & bitumen ashers complete with all accessories as required as per the direction of Engineer-in-Charge.

Providing and fixing 15 cm. wide 45 cm. overall semicircular plain G.I. sheetgutter with iron brackets 40x3mm size bolts and nuts and washers etc. including making necessary conections with rain water pipe complete as per design including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing M.S.B.P. sheet 2mm thick in eaves board / ornamental facia / soffit & ceilings including cutting, welding and applying a coat of red lead primer etc. complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing on wall face PVC (Finolex) rain water pipes of working pressure not less than 4.5 kg/sqm including filling the joints with approved adhesive complete. 150 mm(One hundred fifty milimetre) dia pipe including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing on wall faces PVC(Finolex) accessories for rain water pipes including filling the joints with approved adhesive complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i)PVC Plain bend 150mm (One hundred fifty milimetre) dia.

(ii)PVC Plain Shoe 150mm(One hundred fifty milimetre) dia.

(iii)PVC Door Bend 150mm(One hundred fifty milimetre) dia.

Providing and fixing PVC clamps of approved design with steel screws and rawal plugs etc. complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Steel work welded in built up sections, trusses and framed work, including cutting hoisting fixing in position and applying a priming coat of red lead paint including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i)In beams, joists, channels, angles,, tees ,flat with connecting plates, angles cleats, as in main and cross beams, hips, jack rafters, purlins connected to common rafter and the like

(ii)In gratings, framed, guards, bars ladders and railing, brackets including hollow sections of various sizes and similar works including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge :-

(iii) in trusses and trussed purlings in Buildings including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge

Painting two coats(excluding priming costs)on new steel and other metal surfaces with enamel paint to give an even shade including cleaning the surfaces of all dirt, dust and other foreign matters paint other than white including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Applying priming coat over new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil, grease dirt and other foreign matter sand papering and knotting with ready mixed paint brushing wood primer pink including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Painting two coats (excluding priming costs) on new wood and wood based surfaces with enamel paint brushing to give an any shade including cleaning the surfaces of all dirt, dust and other foreign matters sand papering and stopping including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

6mm (Six milimetre) cement plaster to ceiling in cement mortar 1:3 (One Cement is to Three Sand) in all floor level including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

10mm cement plaster in single coat on fair side of brick/concrete walls for internal plastering upto floor two level including arrises, internal rounded angles,chamfers and/or rounded angles not exceeding 80mm(eighty milimetre) in girth and finished even and smooth. Cement mortar 1:4 (one cement:four sand) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

15mm (Fifteen milimetres) thick cement plasters in single coat on fair side of brick/concrete/stone walls for interior plastering upto all floor level including arises, internal rounded angles, chamfers and or rounded angles not exceeding 80mm (Eighty milimetres) in girth and finished even and smooth with cement mortar 1:6 (one cement: six sand) with including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

15mm (Fifteen milimetres) thick cement plasters in single coat on rough side of brick/concrete/stone walls for interior plastering upto all floor level including arises, internal rounded angles, chamfers and or rounded angles not exceeding 80mm (Eighty milimetres) in girth and finished even and smooth with cement mortar 1:6 (one cement: six sand) with including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Distempering ( two coats) with oil bound washable distemper of approved brand and manufacture and of required shade on undecorated wall surface on all floor to give an even shade over and including priming coat of whiting after thoroughly brushing the surface free from mortar dropping and other foreign material including preparing the surface even and sand papered smooth including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Finishing wall with weather proof exterior grade emulsion of approved design (Apexultima) or its equarlied on undecorated wall surfaces (two coats) to give an even shade and final finish after throughly cleaning the surface to remove all dirt, dust and other foreign matter etc including sand paper smooth complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Applying white cement based wall care putty over plaster surface after thoroughly brushing the surface free from mortar drops, dust, loose materials and other foreign matters sand papered smooth to give final matter finish to the surface complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing under layer for plinth protection of 75mm(Seventy five milimetres) thick (un-consolidated) bed of dry brick/stone aggregate 40mm(Forty milimetres) nominal sizes well rammed and consolidated and grouted with fine sand including preparation of ground including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing plinth protection 50mm(Fifty milimetres) thick cement concrete 1:3:6 (One cement: Three sand: Six graded crushed stone aggregate 20mm(Twenty milimetres) nominal size) including finishing the top surfaces of concrete smooth including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixng to wall ceiling floor galvanised mild steel tubes (Medium grade), tube fittings (Earth work in trenches to be measured and paid for separately)including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i)15mm (fifteen millimetre) nominal bore :-

(ii) 20 mm (twenty millimetre) nominal bore :-

Providing and laying in trenches galvanised mild steel tubes (Medium grade), tube fittings (Earth work in trenches to be measured and paid for separately) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.(i)25 mm (twenty five millimetre) nominal bore :-

Making connection of galvanized steel distribution branch with galvanized mild steel main 20mm to 40mm (Twenty milimetre to Forty milimetre) nominal bore by providing and fixing tee including cutting and threading the pipes complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing PVC water storage tank 500 litres of ISI : 12701 marked,G.I. inlet and outlet connection, 15mm (fifteen millimetre)nominal bore ball valve and mosquito proof PVC cover with locking arrangement including hoisting upto a height of 10 metres above ground level including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing PVC water storage tank of ISI : 12701 marked,G.I. inlet and outlet connection, 15mm nominal bore ball valve and mosquito proof PVC cover with locking arrangement including hoisting upto a height of 10 metres above ground level including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)1000(One thousand) litres net capacity tank

Fixing water metre and stop cock in galvanised mild steel tube including necessary fittings such as mild steel galvanised jam nut, socket etc. cutting and making long screws complete (water metre and stop cock to be measured and paid for separately) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)15 mm (fifteen milimetre) nominal bore

Providing and fixing ISI marked high pressure PVC (finolex) of working pressure not less than 4.5 kg/sqm, waste and ventilating pipes including fixing with approved adhesive etc. complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)110 mm (one hundreded and Ten) nominal size :-

(ii)150 mm (one hundreded fifty) nominal size :-

Providing and fixing PVC (Finolex) clamps of approved design with steel screws and rawal plugs etc. complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)110 mm (one hundreded and Ten) nominal size

(ii)150 mm (one hundreded fifty) nominal size :-

Providing and fixing PVC (finolex) fitting and accessories, including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (a)Bends of required degree (any radius) :-(I)Providing and fixing PVC (finolex) door bend with oval access door, insertion rubber washer 3 mm (three milimetre) thick bolts and nuts ISI marked complete including fixing with approved adhesive etc. complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges. (i)110 mm (one hundreded and Ten) nominal size :-

(ii)150 mm (one hundreded fifty) nominal size :-

(II)Providing and fixing PVC (finolex) plain bend ISI marked including fixing with approved adhesive etc. complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)110 mm (one hundreded and Ten) nominal size :-

(ii)150 mm (one hundreded fifty) nominal size :-

(b) Single equal branch of required degree :- (I) Providing and fixing PVC(finolex) single equal branch with oval access door, ISI marked insertion rubber washer 3 mm(three milimetre) thick bolts and nuts complete including fixing with approved adhesive etc. complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)110 mm (one hundreded and Ten) nominal size :-

(ii)150 mm (one hundreded fifty) nominal size :-

Providing and fixing PVC (finolex) single equal branch plain ISI marked including fixing with approved adhesive etc. complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges. (i)110 mm (one hundreded and Ten) nominal size :-

(ii)150 mm(One hundred fifty milimetre) nominal size :-

( c) Providing and fixing PVC (finolex) collars ISI marked including fixing with approved adhesive etc. complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges. (i)110 mm (one hundreded and Ten) nominal size :-

(ii)150 mm (one hundreded fifty) nominal size :-

Providing and fixing PVC (finolex) Cowl including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge. (i)110 mm (one hundreded and Ten) nominal size :-

(ii)150 mm (one hundreded fifty) nominal size :-

Providing and fixing PVC floor trap(finolex) ISI marked of self cleaning design including fixing with approved adhesive, cost of cutting and making good the wall and floors etc. complete including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges. (i)110 mm (one hundreded and Ten) nominal size :-

Providing and fixing viterous China wash, down water closet (European Type W.C. pan) with integral 'P' or 'S' trap including jointing the trap with soil pipe in cement mortar 1:1 (one cement : one sand) seat and cover to be measured and paid for separately including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges .(i) Anglo Indian universl closet.

Providing and fixing 100mm(One hundred milimetre) size 'P' or 'S' trap for water closet (squatting pan) including jointing the trap with the pan and soil pipe with approved adhasive or in cement mortar 1:1 (one cement : one sand) including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges. (i)PVC 110mm (one hundred milimetre)dia.

(ii) PVC 150mm (one hundred fifty milimetre) dia.

Providing and fixing 10.00 ltr.(ten liter)capacity PVC low level flushing cistern Hind ware sleek ultra design No 186575 size 42 X 39 X 14 cm(forty two into thirty nine into fourteen centimetre) or equivalent with a pair of brackets with fittings such as lead valve, syphon, 15mm (fifteen milimetre) nominal size PVC ball valve with polythene float,with push button,couplings for connections with inlet, outlet and ovrflow pipe, 40mm dia C.P. flush bend including cutting holes in walls and making good the same and connecting the flush bend with cistern and closet (overflow) pipe to be measured and paid for separately including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges.

Providing and fixing viterous China Hind ware IS marked IS No. 2556 or equivalent wash basin with single hole for pillar tap with C.I. or M.S. brackets painted white including cutting holes and making good the same but excluding fittingincluding carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges.(a) Flat back :- (i)550 X 400 mm (five hundred fifty into four hundred milimetre)

Providing and fixing stainless steel kitchen sink of approved standard ISI make with drain board and C.P. waste with C.I. or M.S. Brackets painted white including cutting holes and making good the same but excluding fitting including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges.(i) 610 x 510 mm(six hundred ten into five hundred ten milimetre) with bowl depth 200 mm(two hundred milimetre).

Providing and fixing C.P. brass waste for wash basin or sink including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges. (i)32 mm (thirty two Milimetre)dia

Providing & fixing 32 mm(thirty two Milimetre) dia, PVC waste pipe for wash basin or sink including check nut including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges.

Providing & fixing 100 mm (One hundred milimetre) dia, C.P. grating including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges.

Providing and fixing looking mirror of superior glass with plasitic frame including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges.

Providing and fixing C.P. brass towel rail complete with C.P. brass brackets fixed to wooden plugs with C.P. brass screws including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges. (i)600 X 20 mm (Six hundred into twenty milimetre)

Providing and fixing Acrylic shelf with C.P. brass bracket and guard rail complete, fixed to wooden plugs with C.P. brass screws including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges.

Providing and fixing CP brass bib tap with capstan head including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges. (i)15mm (fifteen milimetre) dia :-

Providing and fixing CP brass pillar tap with capstan head including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges. (i)15mm(fifteen milimetre) dia :-

Providing and fixing C.P.brass angle valve without nuts and pipe including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges.(i)15mm(fifteen milimetre) dia :-

Providing and fixing PVC connection pipe Heavy Duty with brass union including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges.(a)45 to 60 cms (forty five to sixty centimetres) length :- (i)15mm(fifteen milimetre) nominal bore.

Providing and fixing 15mm (fifteen milimetre) mixer for kitchen sink with top / bottom swinging spout including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges.

Providing and fixing one hole basin mixing Faucet including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges.

Providing and fixing plastic seat (Solid / Hollow type) and cover for wash down water closet with C.P. Brass hinges and rubber buffers including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges.(I) SOLID TYPE: a white plastic seat and cover.

Providing and fixing brass full way valve with wheel including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges. (i)15mm(fifteen milimetre) nominal bore.

(ii) 20 mm(twenty milimetre) nominal bore.

Constructing manhole with R.C.C. top slab in 1:2:4 mix (one cement : two sand : four graded stone aggregate 20mm(twenty milimetre) nominal size), foundation concrete 1:4:8 (one cement ; four sand : eight graded stone aggregate 40 mm(forty milimetre) nomonal size), inside plastering 15mm thick with cement mortar 1:3 (one cement : three sand) and finished with floating coat of neat cement and making channels in cement concrete 1:2:4 mix (one cement : two sand : four graded stone aggregate 20mm(twenty milimetre) nominal size) finished smooth complete including curing and testing including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges.(a)Inside size 800mmx800mm and 500mm ( eight hundred milimetre into eight hundred milimetre and five hundred milimetre) deep including precast reinforced Cement concrete manhole Cover (Medium Duty) with frame 600 mm (six hundred milimetre) dia :- (i) with 200mm(two hundred milimetre) thick walls of brick masonary using common burnt clay building bricks in cement mortar 1:3 (one cement : three sand) :-

(b) Inside size 800mmx800mm and 1000mm( eight hundred milimetre into eight hundred milimetre and one thousand hundred milimetre) deep including precast reinforced Cement concrete manhole Cover (Medium Duty) with frame 600 mm(six hundred milimetre) dia :-(i)with 200mm(two hundred milimetre) thick walls of brick masonary using common burnt clay building bricks in cement mortar 1:3 (one cement : three sand) including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge :-

Providing and fixing ISI marked high pressure PVC (finolex) of working pressure not less than 4.5 kg/sqm in trenches including fixing of joints properly with approved adhesive complete in all respects including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charges. (i)P.V.C. plastic pipe 150 mm (One hundred fifty milimetre)nominal bore

Providing and fixing Water pump (1 H.P.) to Lift rain water including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing Reinforced cement concrete cover 500 mm(five hundred milimetre) internal dia including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and fixing Reinforced cement concrete cover 450 mm (four hundred fifty milimetre) internal dia including carriage of materials in all leads and lifts as per directions of the Engineer-in-Charge.

Providing and placing in horizontal layers filtering media duly graded screened,washed and cleaned as specified by the Engineer - in - charge:- (I) Top Layer:- Fine Sand size 0.20 mm (zero point two zero milimetre) to 0.40 and uniformity cofficient 2 to 3. II) Second Layer :-coarse sand 3 to 6 mm(three to six milimetre),(III) Third Layer :- Bazri 6 mm to 20 mm (six milimetre to twenty milimetre).(VI) Fourth Layer :- Bazri 20 mm to 25 mm (twenty milimetre to twenty five milimetre) ,V) Bottom Layer :-Broken Stone 50 mm to 75 mm (fifty milimetre to seventy five milimetre) including carriage of materials within all leads and lifts and as per the direction of Engineer-in-Charge

MANTU KUMAR GUPTA

AKSHIT THAKUR

SHUBHAM THAKUR

Sanjeev Kumar