REJUVENATION/RENOVATION OF DHOBIA TALAB IN WARD NO. 12 UNDER MUNICIPAL CORPORATION, HAZARIBAG

Amount

Dismantling Pucca brick or lime work including stacking serviceable materials in countable stacks within 15M lead and disposal of unserviceable materials wit all leads all complete as per direction of E/I

Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15M lead and disposal of unserviceable material with all leads all complete as per direction of E/I

Dismantling RCC work including stacking serviceable materials in countable stacks within 15M lead and disposal of unserviceable material with all leads all complete as per direction of E/I

Dismantling Cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock pilling at designated locations and disposal of dismantled materials upto lead of 1km, stacking serviceable and unserviceable material separately

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

Earthwork in bed clearance or desilting of canals carrying F.S. discharge between 8.5 cumaecs and 0.14 cumecs disposal of excavated earth etc in ordinary soil including rough dressing with initail lead of 10M and lift of 1.5 M as per specification and direction of E/I

Extra for wet earth all complete as per specification and direction of E/I

Earth work in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30M and lift of 1.5M including the cost of formation of sub grade of canal lining, profiling, leveling controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I

Trimmingh & dressing the side slope of dam to proper section with all leads and lifts as per drawing, specification and direction of E/I

Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density including sprinkling the required quantity of water making arrangement for supply and carriage of water with all leads and lifts finishing the surface with proper camber, grade super elevation including hire charge of compaction machine and other tools and plants etc all complete as per direction of E/I (Mode of measurement sectional measurement of compacted earth

Supplying and laying 300mm thick humous layer on slopes of dam with manual compaction and turfing the surface with approved dub grass with 1km lead including watering and ramming till growth of the grass all complete as per specification nd direction of E/I

Earthwotk in flood embankment canal banks as well as special repair of embankment in canal bank in grade A& B types of soil (vide soil A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sources free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size, placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I , lead beyond 2km but up to 3km

Extra for earth work in marshly, slushy and daldal soil (vide classification of soil item-F) all complete as per specification and direction of E/I

Earth work in filling in foundation trenches and backfilling of structure-do-with semi previous or suitable earth obtained after cutting of borrow pits within a lead of 30M and lift of 1.5 M complete Job as per specification and direction of E/I

Earth work in cut off trenches by hydraulic M/C in grade A&B type of soil including size and disposal of the same beyond 1/2 km upto 1km from centre of the trench with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I

Supplying and laying sand filter blanketing in horizontal portion of the dam as per design drawing with watering, compaction including cost of sand, royalty all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/I

Supplying and laying boulder in rock toe, heel trenches of the dam as per design drawings including the cost of material royalty and all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/I

Supplying and laying properly as per design and drawing rip-rap with good quality of boulders duly packed including the cost of material, roayalty all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/I

Providing of weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall all complete as per specification and drawing of E/I

Earthwork In excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts, levelling ,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I

Extra for earth work in hard soil as per specification and direction of E/I (vide classification of soil item _b)

Filling available excavated earth (excluding rock) in trenches plinth slides of foundation etc in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering lead.

Providing and ;laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads ad lifts including cost of all materials, labour royalty taxes all complete as per building specification and direction of E/I (Mode of measurement complacted volume.

Providing designation 75 A one brick flat soiling joints filled with local sand including cost of watering taxex royalty all complete as per building specification and direction of E/I

Centring and shuttering including strutting propping etc and removal of form for

Lintels, beams, plinth, beams, girders, bressumers and cantilevers

Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring , shuttering , finishing and reinforcement all work upto plinth level 1:1.5:3 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm normal size)

Reinforced cement concrete work min wall (any thickness), including attached plasters, buttressess plinth and string courses, fillets, column, pillars, piers, abutment, posts and struts etc above plinth level upto floor five level, excluding cost of centring , shuttering , finishing and reinforcement 1:1.5:3 (1cement : 1.5 coarse sand (zone-III):3 grade stone aggregate 20mm normal size)

Providing TMT reinforcement of following dia rods as per approved design and drawing including carriage of M.S. rods of (Straight or in coils) to work site, cutting, bending and binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per building specification and direction of E/I.

Providing 25mm thick water proof cement plaster -do-

Supplying, fitting and fixing M.S. grill made of 20*6mm M.S. flat as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I. (where materials is not supplied by the deptt.)

Providing two coats of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I.

Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direction of E/I.

EARTH WORK IN EXCAVATION IN FOUNDATION Trenches in ordinary soil (vide classification of soil item- A) and disposal of excavated earth as obtained to a distance upto 50 M including all lift, leveling ramming the foundation trenches, removing roots of tree shrubs all complet as per approved design, building specification and direction of E/I.

FILLING IN FOUNDATION TRENCHES AND PLINTH in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)

Providing coarse clean SAND IN FILLING in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and 1.5 M lifts including cost of all materials, labours, royalty and taxes all complete as per building specification and direction of Engineer Incharge (Mode of measurement compacted volume)

1:2:4 (1 cement : 2 coarse sand (zone -III) :4 grand stone aggregate 20mm norminal size).

Providing and Fixing on wall face unplasticised - Rigid P.V.C.rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10mm gap for thermal expansion. Single socket ed pipes. 75 mm dia for weep hole.

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand)

Extra for pre finished nosing to treads of steps of Kota stone/sand stone slab

Providing and making gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORTH Clause 2500, of required size, Mesh Type 10*12 (D=100 mm with tolerance of +- 2%) Zinic +PVC coated, Mesh wire diameter 2.7/3.7 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular ton twist, tying with lacing wire of diameter 2.2/3.2 mm (ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Eeeengineer in-charge.

Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer- in- charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in charge).

Providing and laying 500*500*40 mm thick Turf paver (Turfpave XD) on 150mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge.

Filling in foundation trenchesand plinrth in layers not exceeding 150mm, thick well waterd rammed fully compacted and fine dressed with earth obtaine from excavation of foundation trenches within a lead of 50m and lift of 1.,5m all complte as per building specification and direction of E/I (Mode of Measurement compacted Volume)

Trenching in ordinary soil up to a depth of 60 cm including removal and stacking serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixd with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads ad lifts including cost of all materials, labour royalty taxes all complete as per building specification and direction of E/I (Mode of measurement complacted volume.

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge

Supplying and stacking of good earth at site including royalty and carriage upto 5 km complete (earth measured in stacks will be reduced by 20% for payment).

Supplying and stacking sludge at site including royalty and carriage upto 5 km complete (sludge measured in stacks will be reduced by 8% for payment).

Supplying and stacking at site dump manure from approved source, including carriage upto 5 km complete (manure measured in stacks will be reduced by 8% for payment) : 2.4.3 Screened through sieve of I.S. designation 4.75 mm

Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.

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

Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge

Preparation of beds for hedging and shrubbery by excavating 60 cm deepand trenching the excavated base to a further depth of 30 cm, refilling theexcavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally finedressing, leveling etc. including stacking and disposal of materials declaredun serviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)

Supplying and stacking of Delonix regia (Gulmohar) plant of height 150-165 cm. in big poly bags of size 25 cm as per direction of the Officer-in-charge

Providing and displaying of Phoenix palm having ht. 75 cm to 90 cm with 10 to 15 or more leaves, well developed, fresh and healthy in 25 cm size of Earthen pot/Plastic pot & as per direction of the Officer-in-charge.

Supply and stacking of Nauclea cadamba (Kadam) plant of height 150-165 cm. in big poly bag of size 25 cm as per direction of the Officer-in-charge.

Providing and stacking of Polyalthia longifolia (Ashok) of height 180-195 cm. in gunny bag of size 30 cm as per direction of the Officer-in-charge.

Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, hedge, flower beds, foliages, creepers etc. including hoeing, weeding pruning replacement of plants, gap filling, watering, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers (whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by Office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department & lawn mover and brush cutter with fuel, other T & P material/articles shall be provided by the contractor.) Open spaces (as per yard stick 1 mali = 3.00 Acre).

MS Strip Cast Iron Bench

Dolphin/Other FRP Dustbin

Earthwork In excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts, levelling ,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I

Filling available excavated earth (excluding rock) in trenches plinth slides of foundation etc in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering lead.

Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads ad lifts including cost of all materials, labour royalty taxes all complete as per building specification and direction of E/I (Mode of measurement complacted volume.

Providing and ;laying in position cement concrete of specified grade excluding the cost of centring and shuttering all work upto plinth level

Centring and shuttering including strutting propping etc and removal of form for

Solar Light with all accessories

E/W in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) & disposal of excavated earth obtained to a distance upto 50 M including all lift levelling, ramming the foundation trenches removing root of trees, scrubs all complete as per approved design

Providing, coarse clean sand in filling in foundation trenches/in plinth including ramming & watering in layers not exceeding 150 mm thick with all leads, including cost of materials, labour, royalty & taxes all complete as per building specification & direction of E.I.(Mode of measurement compacted volume)

Providing P.C.C M - 100 in nominal mix of (1:3:6) in foundation with approved quantity of stone metals grades-III(50mm tom 25mm) clean coarse sand of F.M. (2.5 to 3) including screening, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing taxes & royalty all complete as per building specification & direction of E/I

Providing designation 75 A brick work in C.M. (1:6) in foundation & plinth with approved quality of clean coarse sand of F.M. (2 to 2.5) including providing 10 mm thick mortar joints, cost of screening, materials, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I

Providing 50 mm thick damp proof coarse with cement concrete M - 150 with nominal mix of (1:2:4) (1 cement :2 coarse sand(Zone-III) : 4 graded stone aggregate 20mm nominal size.

Providing designation 75 A brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening, materials, scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I

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 block, anchor block, plain window sills, fillets, sunken floor etc., up to floor five level , excluding the cost of centering, shuttering and finishing: (1:1.5:3) (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size).

Making Plinth protection 50mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidation and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth

Reinforced cement concrete work in beams , suspended floors, roofs having slope upto 15" landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase and sprial stair case above plinth level upto floor level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, giriders, bressumers and cantilivers.

Supplying fitting & fixing good quality, well dressed & well seasoned sal wood work in choukhat in doors, windows, skylights, fan light and C/W celestial windows openings, including wedge over clamps all complete including application of two coats of wood preservative of approved quality on the surface butting walls & lintels all complete as per building specification & direction of the E/I

Supplying fitting & fixing 250*20*6 mm L-type M.S. Clamp properly fish tailed including making holes and setting the same in 375*125*75 mm cement concrete block (1:2:4) with cost of all labour and materials and taxes as per building specification & direction of E/I

Supplying, fitting & fixing 38 mm thick well seasoned sal wood battened shutter ledged & raced in door and windows with oxidized iron fitting such as hinges, sliding door bolts, tower bolts, handles or rings, hooks and eyes, cleats, sand block as per schedule, taxes & royalty all complete as per building specification & direction of Engineer - in - Charge

Supplying, fitting & fixing M.S./Grill made of 20*6 mm M.S. Flat as pr approved design & drawing properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per the building specification and direction of E/I. (where materials is not supplied by the Dept.)

Providing and fixing fan hook of 16 mm dia M.S. bar 1 meter long bent to required size and shape placed in position and fixing in R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/I/

Providing 6 mm thick cement plaster (1:4) in ceiling with approved quality of coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding, taxes & royalty all complete as per building specification & direction of E/I.

Providing 12 mm thick cement plaster (1:6) with approved quality of clean coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding, taxes & royalty all complete as per building specification & direction of E/I.

1. Providing 12mm cement plaster (1:3) with clean coarse sand of F.M.(1.5) including screenning , curing with all leads and lift of water, scaffolding taxes and royality all complete as per specification and direction of E/I. 2. Providing 1.5mm cement punning including curing ,carriage of water withall leads and lifts as per building specification and direction of E/I (using cement mortar (1:3) clean coarse sand finishing with neat punning a dado 6" (150 mm) high a side room)

Providing average 115 mm thick lime terracing (24 lime:36 shurkhi: 100 brick khoa) well beaten and compacted including maintaining proper level & slope, making ghundi with finishing treatment, cost of labour, curing, royalty & taxes all complete as per specification & dirction of E/I.

Filling in foundation trenches & plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted & fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m & lift of 1.5 m all complete as per building specification & direction of E/I. (Mode of measurement compacted volume)

Providing average 150 mm thick dry rammed khoa beaten to 112 mm (compacted with water) made of well burnt of jhama bricks including ramming properly till compacted thickness is achieved, curing & carriage of water with all leads making proper slope & blending the top with cement mortar (1:10) all complete as per building specification & dirction of E/I.

Providing 25 mm thick first clsss patent stone flooring (1:2:4) with stone chips in two layers, bottom layer 19 mm thick (1:2:4) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stone chips in panels including cost of curing, finishing the surface smooth by rubbing with carborandum stone taxes & royalty with all complete as per building specification & dirction of E/I.

White washing 3 (three) coats over old surface with approved quality of lime including the cost of cleaning surface thoroughly and removing the scales of smoke & mosh marks with jhama rubbing, scaffolding washing of floor sand taxes all complete as per building specification & direction of E/I.

Colour washing two coats over a coat of white wash over new surface with approved quality of lime including the cost of cleaning surface thoroughly and removing the scales of smoke & mosh marks with jhama rubbing, scaffolding washing of floor sand taxes all complete as per building specification & direction of E/I.

Providing 2 (two) coats of synthetic enamel paint over a coat of approved shade and make over new wooden surface including cleaning the surface after removing dirt scales, smokes, grease and sand papering, including cost of scaffolding and taxes all complete as per building specification & direction of E/I.

Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales, smokes, grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification & direction of E/I.(Mode of measurement area shall be multiplied by the coefficient as indicated in building specification)

Providing 2 (two) coats of painting with ready mixed paints of approved shade & make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification & direction of E/I.

Providing Tor steel reinforcement of 10mm,12mm& 16mm dia bars as per approved design and drawing excluding carriage of bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust,placing the rods in position all complete as per building specification and direction of E/I. (a) 10mm (TMT coil Fe 500) {only valid for Tata (Tiscon) , SAIl.JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL)}

Supplying fitting and fixing vitereous white glazed earthenware WC of parry or Hindustan or any other approved ISS make with 100 mm HCl "P" trap 15 liters C.I pull and let go flushing cistern or names or other ISS equivalent make complete with all fitting C.I or C.C brakets 32mm PVC telecopies flush pipe about 2.00M long with brass coupling and clamps G.I chain and pull including supplying and fixing a pair of vitreous white glazed earthen ware foot rest to be fixed in floor 15mm C.I body brass spindle stop cock of weight not less than 50 grams connection pipe 450 long and the exposed pipe and cistern with two coats of red oxide primer etc. all complete as per specification direction of E/I with 580mm long and 12.5 liter low level PVC cistern. (B-

Polyethylene water storage tank of ISI makewithcover and locking system

Supplying G.I. pipe (as per IS: 1239 (part-1)/2004 ISI marked/medium quality.

Supplying labour and tools for fixing GI pipes with red lead yarn of followig nominal bore with screwed and socketed joints on wall, ceiling & floor including supply & fitting of wall, hocks or pipe clamps, wooden pluges, cutting pipes to size and threding ends if reqiured etc all complete as per specification and direction of E/I. 20mm

Supply and fixing G.I fittings of approved make all complete as per specification and direction of E/I. (i) Angular stop cock

(ii) 15 mm dia C P Nipple

(iii) 15 mm dia elbow

(iv) 15 mm dia Tee

(v) 15 mm dia Plugs

(vi) 20 mm dia Socket

(vii) 15 mm dia Jam Nuts

(viii) 15 mm dia Union Socket

(ix) 15 mm dia Bend with socket

Providing and fixing male end 15mm dia brass bib cock of approved quality (wt. not less than 350 gms.) with exta socket all complete as per specification and direction of E/I.

Supplying, fitting and fixing 40 mm high viterous white glazed earthen ware E.W.C. with 'P' trap of approved ISS make including supplying and fixing 15 litres PVC flushing cistern of approved make with complete fittings with C.I. brackets with telescopic flush pipe with brass coupling and plumbers joints spindle stop cock of approved quality weight not less than 400 gms 15 mm PVC alkathene pipe 45 cm long with brass coupling at both ends and white black plastic solid state seal and lead of ISS make with hinges or screws etc. painting pipe and cistern etc. with 2 coats of approved paint over a coat of red oxide priming all complete as per specification and direction of E/I with PVC Cistern-10 ltr

Providing and fixing wash basin with C.I./M.S. brackets, 15 mm CP brass pillar tap 2 mm CP brass waste of standard pattern, including painting and fitting of brackets, cutting and making good the wall wherever required. Flat back wash basin size 550 x 400 mm with single 15 mm CP brass pillar tap

Supplying G.I. pipe (as per IS: 1239 (part-1)/2004 ISI marked/medium quality. 15 mm dia

20 mm dia

25 mm dia

Supplying labour and tools for fixing GI pipes with red lead yarn of followig nominal bore with screwed and socketed joints on wall, ceiling & floor including supply & fitting of wall, hocks or pipe clamps, wooden pluges, cutting pipes to size and threding ends if reqiured etc all complete as per specification and direction of E/I. 15 mm dia

20 mm dia

25 mm dia

Suppying and materials with labour for construction inspection chamber of designation class 75B brick deep 600x450 mm internal dismention haing 250mm wall thickness in cement morter (1:6) including 12mm cement plaster (1:4) with punning on inside and cement plaster (1:6) with 600x450mm G.I cover with frame (weight not less than 36Kg) along with P.C.C (1:3:6) in foundation and refilling all complete as per approved design, drawing, building & PHED specification and direction of E/I

Labour for laying fitting and fixing PVC pipe with collars in lines, and grade and providing approved jointing materials and joints properly filled to make them leak, proof including providing sight rails, bonning rod, night guard, Red light and barrier etc. all complete as per specification and direction of E/I. 150 mm dia R.C.C spun pipe. Upto 3.0 metre depth in invert below G.L

Providing & Supplying in standard lengths High Density Polyethylene Pipe 160mm dia conforming to IS 4984/14151/12786/13488

Polyethylene water storage tank of ISI makewithcover and locking system

Point wiring in PVC conduit,with modular type switch,wiring for light point/exhaust fan point call bell point with 1.5 sqmm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit,with modular type switch,modular plate ,suitable size G.I. box etc. as required. Group C

S/F power plug point with modular type accessories:- Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 3pin ,5/6 amps modular socket outlet and 5/6 amps modular type switch connection,painting etc,as required .

S/F power plug point with piono type accessories:-Supplying and fixing suitable size G.I. box with modular plate and cover in front on surface or in recess including providing and fixing 6pin ,15/16 amps modular socket outlet and 15/16 amps modular type switch connection,painting etc,as required .

Circuit/submain wiring in PVC conduit:-Wiring for Circuit /submain wiring along with earth wire with the following sizes PVC insulated copper conductor ,single core cable in surface /recessed PVC conduit as required 2x1.5 sq.mm+1x1.5 sq.mm earth wire

2x2.5 sq.mm+1x2.5 sq.mm earth wire

S/F SP MCB DB: Supplying and fixing of following way, single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (Without MCB/RCCB/ISOLATOR). 12 ways Double Door -(Power +Lighting) DB combined) 4 way (4+12),Double door,Horizontal type (2.9.4)

S/F 'C' Series ,MCB :-Supplying and fixing following ,240 volts,'C' series ,miniature circuit breaker suitable for inductive loads of following poles in the existing MCB,DB complete with connections,testing and commissioning etc.as required.(2.12) 6/32 amp Single pole

S/F ceiling rose :-Supplying and fixing 2 pin 5 amp .Ceiling rose on the existing,junction box/wooen block including connection etc.as required (1.33)

S/F Batten holder:- Supplying and fixing batten/angle holder including connection etc. as required.(1.34)

ITC ceiling fan:- Installtion ,testing and commissioning of ceiling fan,including wiring the rods of standard length (upto 30cm) with 1.5 sq mm FR PVC insulted,copper conductor ,single core cable ,earthing the regulator etc.as requitred (1.44)

S/F Modular type electronic fan regulator:-Supplying and fixing stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc.as required (1.25)

GI pipe electrode:-earthing with GI earth pipe 4.5 mtr long,40 mm dia including accessories and providing masonary enclosure with coverplate having locking arrangement and watering pipe etc.as required.(But without charcoal or coke and salt).(3.1)

Supplying and laying 6 SWG G.I. wire at 0.5 below ground level fof conductor earth Electrod,including soldring etc required

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

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:4:8 (1 Cement: 4 coarse sand (zone-III) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)

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 (1 cement: 1.5 coarse sand (zone- III) derived from natural sources : 3 grade stone aggregate 20mm nominal size derived from natural sources

Supplying, fitting and placing HYSD bar reinforcement complete as per drawing and technical specifications High yield deform bars

Centering and shuttering including strutting, propping etc. and removal of form for Foundation, footing, bases of columns, etc for mass concrete

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Column, Pillars, Piers, Abutments, Posts and Struts

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 up to 50m and lift upto 1.5m.

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, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

Supplying, fitting and placing HYSD bar reinforcement complete as per drawing and technical specifications High yield deform bars

Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

Lintels, beams, plinth beams, girders, bressumers and cantilevers

Suspended floors, roofs, landings, balconies and access platform

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 (1 cement : 6 coarse sand) :With F.P.S.(non modular) bricks

20 mm cement plaster of mix 1:6 (1 cement: 6 coarse sand)

6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :

Providing and laying six courses water proofing treatment with bitumen felt over roofs consisting of first, third and fifth courses of blown or / and residual bitumen applied hot at 1.45, 1.20 and 1.70 kg per square metre of area respectively, second and fourth courses of roofing felt type 2 grade II (glass fibre base self finished bitumen felt) and sixth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic decimeter per sqm including preparation of surface but excluding grading, complete.

Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces

Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.

Priming one coat with any approved primer on plastered surfaceApplying one coat of water thinnable cement primer of approved brandand manufacture on wall surface : Water thinnable cement primer

Distempering with oil bound washable distemper of approved brandand manufacture to give an even shade : New work (two or more coats) over and including waterthinnable priming coat with cement primer

With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works

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

Providing material and labour and equipment for installation of complete mechanism for Aeriation and oxidation of talab, complete. Supply of 2ft Water Arial Fountain with 1 nos. AC powered motor and 1 nos nozzle system

Supply of 6ft Water Arial Fountain with 1 nos. AC powered motor and 1 nos nozzle system

Supply of 20ft Water Arial Fountain with 1 nos. AC powered motor and 1 nos nozzle system

A) Designing (aesthetically), providing, and constructing and giving satisfactory trials of modernised Sewage Treatment Plant consisting of receiving chamber, screen chamber, grit chamber, measuring flume, distribution chamber with primary and secondary treatment, etc. as detailed below, administration block of suitable size including allied units for waste disposal with all civil and mechanical works involved, etc. complete (Turn key job).

Earthwork in excavation of laying of different types and sizes of R.C.C spun pipes with disposal of excavated earth within initial lead and lift as per specification and direction of E/I (I) For Classification of soil item-B

Providing coarse clean sand in fiiling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150 mm thick with all leads and lift including codt of all material , labour , royalty and taxes all complete as per building specification and direction of E/I. without carriage cost(Mode of measurment compacted volume)

Earthwork in back filling and trench after laying different types and sizes of RCC spun pipes with earth removed during excavation within initial lead and asper specification and direction of E/I

Supply of NP3 R.C.C. hume pipe as per I.S.S. 458-1971 i)450mm

Labour for laying, fitting and fixing NP3, hume pipe in line, levels and grade and providing approved jointing materialsand joint properly filled to make them leak proof, all complete as per specification and direction of E/I

Constructing brick masonry circular manhole 1.22 m internal dia atbottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4 coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design 1.68 m deep with SFRC Cover and frame (heavy duty HD20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg. fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) : With Sewer bricks conforming IS : 4885

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS : 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be isible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.

Valve Chamber with Precast RCC Covers Providing and constructing B.B. masonry valve chamber with 15 cm thick 1:3:6 proportion PCC bedding, excluding excavation, B.B. masonry in CM 1:5 proportion precast RCC frame and cover, etc. complete as directed by Engineer-in-charge. As above of 90 x 60 cm internal size and depth upto 1.2 M with precast R.C.C slab cover.

Ductile iron double flanged manually operated sluice valve generally conforming to IS : 14846, having body, door, dome, gland in graded ductile iron to IS 1865, four faces and spindle nut of gun metal to IS : 318, inside screw non-rising stainless steel AISI-410 spindle valves suitable for maximum working pressure of 10/16 kg/cm2 and body tested 15/24 kg/cm2. Flanges drilled to IS: 1538 table 4 & 6. Valves tested by closed end method only. 350mm and above valves are complete with enclosed gear box with anti friction device. 450mm

DI Pipe: Providing and Supplying ISI mark Centrifugally cast (spun) Ductile Iron Pipes of 100 mm amd above all diameter for water works with socket & spigot ends confirming to IS 8329/2000 in the standard working lengths of 4.5, 5.5 & 6m suitable for classification K-7 & K-9 suitable for push-on-joint (ruber gusket D jointing) with cement mortar lining inside the pipes with outside Zinc and bittuminous coating.Rates are ex factory excluding transportation, taxes & duties, contractor profit & overhead charges etc. D.I. K-9 Grade (i) 450 mm dia

Carriage of Materials

Cement

Stone chips

Steel

Bricks

Stone Boulder

Labour Cess @1%

M/S SRI RAM ENTERPRISES