Development of Shri Agasti Ashram and Temple area Under Tourism Development Program At. Akole Tal.Akole Dist.Ahmednagar.

Amount

Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50 metre beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto 1.5 metre.) By Manual Means Spec. No.: Bd.A.1 Page No. 259

Excavation for foundation in hard murum including removing the excavated material upto distance of 50 metres beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary backfilling, ramming, watering including shoring and strutting etc. complete. By Manual Means. With Lift upto 1.5 metre

Excavation for foundation in soft rock or old cement or lime masonry foundations including removing the excavated materials upto a distance of 50 metres beyond the building area and stacking as directed including dewatering, preparing the bed for the foundation and necessary back filling with available earth murum, ramming, watering including shoring and strutting etc. complete. By Manual Means. With Lift upto 1.5 metre

Excavation for foundation in Hard rock by chiselling, wedging, line drilling, etc. including trimming and levelling the bed, removing the excavated materials upto a distance of 50 metres beyond the building area stacking as directed, dewatering and back filling with available earth/ murum ramming, watering, complete. (Lift upto 1.5 metre). Spec. No.: Bd.A.6 Page No. 260

Providing and laying in situ, cement concrete in M-10 of trap/ granite/ quartzite/ gneiss metal for foundation and bedding including bailing out water, formwork, compacting and curing complete, with Concrete mixer, With natural sand. Spec. No.: Bd. E. 1 Page No. 287

Providing dry trap / granite / quartzite / gneiss rubble stone soling 15 centimetre to 20 centimetre thick including hand packing and compacting complete. Spec. No. : Bd.A.12 Page No. 264

Filling in plinth and floors with approved excavated materials in 15 centimetre to 20 centimetre layers including watering and compaction complete. Spec. No. : Bd.A.10 Page No. 262

Filling in plinth and floors with contractors soil sand or murum in 15 centimetre to 20 centimetre, layers including watering and compaction complete. Spec. No.: Bd.A.11 Page No. 263

Providing and laying in situ cement concrete M-20 of trap / granite /quartzite/ gneiss metal for Reinforced Cement Concrete work in foundations like raft, strip foundations, grillage and footings of Reinforced Cement Concrete columns and steel stanchions etc. including bailing out water, formwork, cover blocks compaction and curing roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) complete, with Concrete mixer . With natural sand. Spec. No.: Bd.F.3 Page No. 298 and B.7, Page No.38

Providing and casting in situ cement concrete M-20 of trap / granite /quartzite/ gneiss metal for Reinforced Cement Concrete columns as per detailed designs and drawing or as directed including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement). with concrete mixer. With natural sand. Spec. No.: Bd.F.5 Page No. 300 and B.7, Page.No. 38 Ground Floor

First Floor

Second Floor

Providing and casting in situ cement concrete M-20 of trap / granite /quartzite/ gneiss metal for Reinforced Cement Concrete beams and lintels as per detailed designs and drawings or as directed including centering, formwork, cover blocks compaction and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement). with concrete mixer With natural sand. Spec. No.: Bd.F.6 Page No. 300 and B.7, Page No.38 A) Ground Floor

B) First Floor

C) Second Floor

Providing and casting in situ cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete chajja as per detailed design and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).with concrete mixer With natural sand. Spec. No.: Bd.F.9 Page No. 303 and B.7, Page No.38 A) Ground Floor

B) First Floor

C) Second Floor

Providing and casting in situ cement concrete M-20 of trap/ granite / quartzite/ gneiss metal for Reinforced Cement Concrete slabs and landings canopy, waist slab with steps as per detailed designs and drawings including centering, formwork, cover blocks compacting and roughening the surface if special finish is to be provided and curing complete. (Excluding reinforcement).with concrete mixer With natural sand. Spec. No.: Bd.F.8 Page No. 302 and B.7, Page No.38 A) Ground Floor

First Floor

Second Floor

Providing and casting in situ cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concrete pardi 75 millimetre thick fins including centering, formwork, cover blocks compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement).with Concrete mixer With natural sand. Spec. No.: Bd.F.11 Page No. 304 and B.7, Page No. 38 First Floor

Second Floor

Providing and casting in situ cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for steps including centering, formwork, compacting, roughening them if special finish is to be provided and curing and finishing if required complete, with Concrete mixer. With Crushed sand. Spec. No.: Bd.E.2 Page No. 288 and B.7 Page No 38 First Floor

Second Floor

Providing and fixing fan hook box of 2 millimetre thick Mild Steel sheet rectangular size 180x100 millimetre with required depth with holes or notches as required, bottom and top sides of 1.6 mm Mild Steel sheet fixed with 3.5 millimetre diametre round headed screws together with 12 millimetre diametre Mild Steel bar bent to shape with hooked ends for fan hook and painting to exposed surface. Spec. No.: As directed by Engineer in charge First Floor

Second Floor

Providing and casting in situ cement concrete in M-20 of trap/ granite/ quartzite/ gneiss metal for Reinforced Cement Concretecoping to plinth or parapet and sill of doors and windows moulded as per detailed drawings or chamfered as approved by the Engineer including centering, formwork, cover blocks compacting and roughening them if special finish is to be provided and curing complete. (Excluding reinforcement). with Concrete mixer With natural sand. Spec. No.: Bd. F. 12 Page No. 304 & B-7, Pg 38

Providing and casting in situ cement concrete M-20 of trap/ granite/ quartzite/ gneiss metal for steps including centering, formwork, compacting, roughening them if special finish is to be provided and curing and finishing if required complete,with Concrete mixer. With Natural sand. Spec. No.: Bd.E.2 Page No. 288 and B.7 Page No 38

Providing and fixing in position Thermo Mechanically Treated FE-500 bar reinforcement of various diameters for Reinforced Cement Concrete pile caps, footings, foundations, slabs, beams, columns, canopies, staircases, newels, chajjas, lintels, pardies, coping, fins, arches, etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required etc. complete.(steel from other plant) Spec. No.: BdF-17 Page No. 306 Ground Floor

First Floor

Second Floor

Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed designs and drawing including fixing in position without connecting plates, braces etc. and one coat of anticorrosive paint and over it two coats of oil paintings of approved quality and shade complete. Spec. No. : Bd.C.2 Page No. 275 Second Floor

Providing fly ash brick masonry with conventional / Indian Standard type fly ash brick in cement mortar 1:6 including striking joints, racking out joints watering and scaffolding complete. For foundation & plinth Spec. No.: As director by engineer incharge and BDG- 2 & 5

Providing fly ash brick masonry with conventional / Indian Standard type fly ash brick in cement mortar 1:6 including striking joints, racking out joints watering and scaffolding complete. For superstructure. Spec. No.: As director by engineer incharge and BDG- 2 & 5

Providing Second class fly ash brick masonry with conventional / Indian Standard type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of two bars of 6 millimetre diameter / two hoop iron strips 25 millimetre x 1.60 millimetre at every third course, properly bent and bounded at ends scaffolding raking out joints and watering etc. complete. Spec. No.: Bd. G. 7 Page 316

Providing fly ash brick masonry with conventional / Indian Standard type fly ash brick in cement mortar 1:6 including striking joints, racking out joints watering and scaffolding complete. For foundation & plinth Spec. No.: As director by engineer incharge and BDG- 2 & 5

Providing fly ash brick masonry with conventional / Indian Standard type fly ash brick in cement mortar 1:6 including striking joints, racking out joints watering and scaffolding complete. For superstructure. Spec. No.: As director by engineer incharge and BDG- 2 & 5 Ground Floor

First Floor

Second Floor

Providing Second class fly ash brick masonry with conventional / Indian Standard type bricks in cement mortar 1:4 in half brick thick wall including mild steel longitudinal reinforcement of two bars of 6 millimetre diameter / two hoop iron strips 25 millimetre x 1.60 millimetre at every third course, properly bent and bounded at ends scaffolding raking out joints and watering etc. complete. Spec. No.: Bd. G. 7 Page 316 First Floor

Second Floor

Providing internal cement plaster 6 millimetre thick in a single coat in cement mortar 1:3 without neeru finish to concrete surface in all positions including scaffolding and curing complete. Spec. No.: Bd.L.1 Page No. 367 Ground Floor

First Floor

Second Floor

Providing internal cement plaster 12 millimetre thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing complete. Spec. No.: Bd. L.2 Page No. 368 Ground Floor

First Floor

Second Floor

Providing internal cement plaster 20 millimetre thick in two coats in cement mortar 1:5 without neeru finish, to concrete, brick surface, in all positions including scaffolding and curing complete Spec. No.: Bd.L.4 Page No. 368

Providing and applying gypsum plaster ( with Gypsum material of Gypsum India / Mega Sign or equivalent make ) with finishing with gypsum material in 10 to 13 millimeter thickness to previously plastered surface / or on newly brick surface ( Excluding rough cast plaster ) in all position including preparing and Finishing the surface scaffolding etc.complete. Spec. No.: As directed by Engineer in charge. First Floor

Second Floor

Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 millimetre thick in cement mortar 1:4 using waterproofing compound at 1 kilogram per cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 millimetre thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete. Spec. No.: Bd.L.7 Page No. 369 Ground Floor

First Floor

Second Floor

Providing neeru finish to plastered surfaces in all positions including scaffolding and curing complete. Spec. No.: Bd. L.10, Page No.370

Providing fine cement finish 1.5 millimetre thick over green plaster surface including scaffolding curing etc. complete. Spec. No.: As directed by Engineer in charge.

Providing patta on plastered surface 12 millimetre to 15 millimetre thick in c.m. 1:3 line and level including neat finishing scaffolding curing etc. complete c) 150 millimetre Spec. No.: As directed by Engineer in charge Ground Floor

Providing and fixing chicken mesh jali (24 gauge) at the junction of 2 different surfaces of different material component at the time of plastering to prevent cracking in plaster surface as and where directed at all floors with all leads and lifts etc. complete. Spec. No.: As directed by Engineer in Charge

Providing and laying polished Kotah stone flooring 25 millimetre to 30 millimetre thick and of required width in plain / diamond pattern on a bed of 1:4 cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning complete. Spec. No. : Bd.M.3 Page No. 380 Ground Floor

Providing and laying Mirror / Glossy Finish Vitrified tiles of having size 590 to 605 millimetre X 590 to 605 millimetre (thickness to be specified by the manufacturer) and confirming Indian Standard 15622-2006 of approved make, shade and pattern for FLOORING in required position with 1:3 cement mortar bedding including neat cement float, filling joints, curing and cleaning etc. complete. Spec. No.: Bd.M.12 Page No. 385 Ground Floor

First Floor

Second Floor

Providing and laying Antiskid Ceramic tiles of approved quality of size 30 centimetre x 30 centimetre and confirming to Indian Standard 15622-2006 (Group-B IIA) for antiskid flooring in required position laid on a bed of 1:4 cement mortar including cement float, filling joint with cement slurry cleaning curing complete. Spec. No.: Bd. M-12 Ground Floor

First Floor

Providing and laying Mirror / Glossy finish Vitrified tiles of having size 800 x 800 millimetre of 8 to 10 millimetre thickness and confirming to Indian Standard 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including required position laid on neat cement float, filling joints, curign and cleaning etc. complete. b) Skirting Spec. No.: Bd.M. 12. Page No. 385 First Floor

Providing and laying Rectified Glazed Ceramic tiles of having size 30 centimere x 30 centimetre of first quality of approved colour for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:3 cement mortar including joint filling with white/colour cement slurry cleaning curing complete. Spec. No.: Bd.M.13 Page No. 386. Ground Floor

First Floor

Providing and laying telephone black / Amba White / Cadburybrown / RBI red / Ocean Brown granite stone of 18 to 20 millimetre thick for door frame/ dado/ window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing the sharp edges wherever necessary, curing, etc. complete. Spec. Bd. M. 12 Ground Floor

First Floor

Second Floor

Providing and fixing machine cut machine polished 18 millimetre to 20 millimetre thick telephone black / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone for treads and risers of steps and staircases of approved colour and shade with rounded moulding and three grooved line for the treads on bed of 1:4 Cement mortar including float filling joints with neat cement slurry curing polishing and cleaning etc. complete. Spec. No.: Bd. M.22 B/Page No. 390 Ground Floor

First Floor

Second Floor

Providing and laying polished machine cut Kota stone slabs 20 to 25 millimetre thick for treads and risers of steps and staircases, with rounded nosing for the treads on a bed of 1:4 cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning complete. Spec. No.: Bd.M.22 Page No. 390

Providing sills of polished Kadappa stone 25 millimetre to 30 millimetre thick, on a bed of 1:4 cement mortar including cement float, filling joints with slurry, curing polishing and cleaning complete. Spec. No.: Bd.M.29 Page No. 391

Providing and applying priming coat on concrete / masonary/ Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required. Spec. No.: As directed by Engineer in charge. Ground Floor

First Floor

Second Floor

Providing and applying plastic emulsion paint of approved quality, colour and shade to old & new surfaces in two coats including scaffolding, preparing the surface. (excluding the primer coat) complete. Spec. No.: Bd.P.6 Page No. 414

Providing & applying washable oil-bound distemper of approved colour and shade to old & new surfaces in two coats including scaffolding, preparing the surfaces. (excluding the primer coat.) complete. Spec. No.: Bd.P.5 Page No. 413 First Floor

Second Floor

Providing and applying white-wash in one coat on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing & brooming down complete. Spec. No. : Bd.P.1 Page No. 411 Ground Floor

First Floor

Second Floor

Providing and applying two coats of appex Appex Ace white exterior paint of approved manufacture and of approved colour to the plastered surfaces including cleaning, preparing the plaster surface ,applying primer coat ,scaffolding if necessary , and watering the surface for two days complete Spec. No.: As directed by Engineer in charge Ground Floor

First Floor

Second Floor

Providing and applying melamine polish of required finish to the wood work by spray machine including knotting and preparing the even surface by scraping, applying French polishing, scaffolding if required etc. complete. Note:The work to be executed on preapproval of Superintending Engineer. Spec. No.: As directed by Engineer-in charge First Floor

Second Floor

Providing and applying two coats of synthetic enamel paint of approved colour to new / old structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) complete. Spec. No. : Bd.O.5 Page No. 405 Ground Floor

Providing and fixing frame with / without ventilator of size as specified with Ghana teakwood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300 millimetre x 40 millimetre x 5 millimetre with oil painting, etc. complete. Spec. No.: As directed by Engineer in charge First Floor

Second Floor

Providing and fixing M-40 grade thick vibrated pull cast or similar type concrete frame with chamber conforming to Indian Standard 6,523-1,983 having 6 millimetre diametre bars 3 Numbers And strips @ 250 millimetre Centre / Centre and fixing in wall with 6 Numbers of hold fast of 12 millimetre diametre bars 500 millimetre long including primer and oil painting etc, complete) frame size 60 millimetre x 100 millimetre Spec. No.: As directed by engineer-in-charge. Ground Floor

Providing and fixing Ghana teak wood double leaf second class fully paneled door shutter 35 millimetre thick style and rail with 25 millimetre thick panels with openable fan light as per detailed drawings. excluding the door frame 60 millimetre x 100 millimetre stainless steel hinges and cromium plated fixtures and fastening and finishing the wood work with oil painting 3 coats. Spec. No.: Bd-T-7 & 8 Page No. 481-82 First Floor

Second Floor

Providing and fixing solid core flush door shutter in single leaf 30 millimetre thick decorative type of exterior grade as per detailed drawings approved face veneers 3 millimetre thick on both faces or as directed, all necessary beads, mouldings and lipping, wrought iron hold fasts, chromium plated fixtures and fastenings, with brass mortise lock, chromium plated handles on both sides, and finishing with French Polish etc. complete. Spec. No.: Bd-T-34, Page No. 499 Ground Floor

First Floor

Second Floor

Providing and fixing 30 millimetre thick factory made Poly Vinyl Chloride rigid foam paneled door shutters by approved manufacturer and brand by from Mild Steel tube of 19 gauge thickness size 19 millimetre x 19 millimetre for styles and 15 millimetre x 15 millimetre for top and bottom rails, covered with heat moulded Poly Vinyl Chloride C channel of 5 millimetre thick and 75 millimetre wide Poly Vinyl Chloride sheet for top rail, lock rail and bottom rail on either side and 5 millimetre thick, 20 millimetre wide cross Poly Vinyl Chloride sheet as gap insert for top rail and bottom rail paneling of 5 millimetre thick Poly Vinyl Chloride sheet fitted in the Mild Steel frame welded / sealed to the styles and rails with 5 millimetre x 30 millimetre Poly Vinyl Chloride sheet beading on either side and joined together with solvent cement adhesive etc. complete as per manufacturers specification and direction of Engineer in charge fixed to the frames with stainless steel hinges of 125 millimetre size, and cromium plated fixtures including all material, labour, machinery etc. complete ( for Water Closet, bath shutter) ( The item is exclusive of door frame) Spec. No.: As directed by Engineer in charge Ground Floor

First Floor

Providing and fixing collapsible steel gate in one / two leaves with hot rolled vertical channels of 18 x 9 x 3 millimetre minimum size, crossings of M.S. flats of size 18 x 5millimetre T or E section for runner of minimum 40 x 6 millimetre size for flange, M.S. flat for top runner of minimum size 40 x 12 millimetre with roller wheels confirming to grade F.G. 150 fitted with snap headed rivets of minimum size 6 millimetre max. spacing of vertical channels be 100 millimetre enclosed gate position and clear space of 150 millimetre between two sets of crossings with hold fasts, stoppers, spaces, handles, locking arrangement and one coat of red lead primer & oil painting etc. complete. (I.S. 10,521-1,983). Spec. No.: Bd.T.57, Page No. 511 First Floor

Second Floor

Providing and fixing mild steel grill gate with angle iron frame 65 millimetre x 65 millimetre x 10 millimetre with iron bars at 150 millimetre Centre to Centre and diagonal flats as per the detailed drawing including hinges, pivot blocks locking arrangement welding riveting and oil paint-ing of three coats of approved shade. Weight of gate 35 Kilogram per squaremetre. Spec. No.: Bd.W.6 Page No. 585 Ground Floor

Providing and fixing Mild Steel grill door 24 kilogram per Square Metre of various size as per detailed drawings without hot dip coating, iron fixtures and fastenings and 3 coats of oil painting etc. Spec. No.: As directed by Engineer in charge

Providing and fixing in position (as per 1868 / 1982) Aluminium sliding window of three tracks with rectangular pipe 95 x 38.10 x 0.90 millimetre at weight 0.637 Kilogram per Running metre with window frame bottom track section 92 x 31.75 x 1.30 millimetre at weight 1.070 Kilogram per Running metre. Top and side track section 92 x 31.75 x 1.30millimetre at weight 0.933 Kilogram per Running metre. The shutter should be of bearing bottom 40 x 18 x 1.25 millimetre at weight 0.417 Kilogram per Running metre. Inter locking section 40 x 18 x 1.25 millimetre at weight 0.469 Kilogram per Running metre. And handle section 5252 x 18 x 1.13 millimetre at weight 0.488 Kilogram per Running metre and top section 40 x 18 x 1.25 millimetre at weight o.417 Kilogram per Running metre. As per detailed drawings and as directed by Engineer-incharge with all necessary Aluminium sections fixtures and fastenings such as roller bearing in nylon casting and self locking catch fitted in vertical section of shutter including 5 millimetre thick plain glass with all required screws and nuts etc, complete. with Power coating with box Spec. No.: IS: 1948-2006 and as directed by Engineer in charge. Ground Floor

First Floor

Second Floor

Providing and fixing in position powder coated aluminium louvered windows / ventilator of various sizes with powder coating as per detailed drawing and specifications including aluminium frames 80 x 38 millimetre x 1.22 millimetre box type, 5 millimetre thick sheet glass louvers, of approved quality etc. complete. Spec. No.: As directed by Engineer in charge Ground Floor

First Floor

Providing and fixing mild steel grill work for windows, ventilators etc. 20 kilogram per squaremetre as per drawing including fixtures, necessary welding & painting with one coats of anticorrosive paint & two coats of oil painting complete. Spec. No.: Bd.U.1 Page No. 537 Ground Floor

Second Floor

Providing and fixing 900 millimetre high Stainless Steel 304 Grade Stainless steel railing with 40 millimetre diametre and 1.5 millimetre thick at top,40 millimetre diametre and 1.5 millimetre thick vertical supports spaced at regular interval and three pipes of 15 millimetre diametre fixed horizontally including fabricating ,fixtures, errecting , necessary welding , griding , finishing, buffing to stainless steel pipe etc. complete. Spec. No.: As directed by Engineer Incharge First Floor

Second Floor

Providing & laying water proof treatment of terrace slab with Brickbat Coba in all position with an average thickness of 112 millimetre consisting specialised materials as per the manufactures specifications and covering 7 years guarantee on court fee stamp paper including all lead, lift, etc. complete. Spec. No.: As directed by Engineer in charge

Providing Half-round Moulding ( Full Moulding ) to 18 millimetre to 20 millimetre thick granite stone including fine polishing and cleaning etc complete. Spec. No.: As directed by Engineer-In- Charge Ground Floor

First Floor

Second Floor

Finishing the terrace slab integrally mixed with water proofing compound in cement mortar 1:3 proporation with 20 millimetre thick layer, including curing, finishing using approved water proofing compound at rate of 1 kilo per 50 kilogram of cement etc. complete. Spec. No.: As directed by Engineer-in-charge First Floor

Providing water proof bedding for flooring of Bath and Water Closet 25millimetre thick in Cement Mortor 1:3 including using 1 kilogram of water proof compound per bag of cement including leveling curing etc. complete. Spec. No.: As directed by Engineer in charge Ground Floor

First Floor

Providing and laying in trenches 15 millimetre diametre Chlorinated Poly Venyl Chloride pipe including necessary excavation, fittings. Refilling trenches etc. complete. Spec. No.: BD.V 5 page 551 and as directed by Engineer in charge

Providing and laying in trenches 32 millimetre diametre Chlorinated Poly Venyl Chloride pipe including necessary excavation, fittings. Refilling trenches etc. complete. Spec. No.: BD.V 5 page 551 and as directed by Engineer in charge

.Providing and fixing on walls/ ceiling/ floor 15 millimetre diametre Chlorinated Poly Venyl Chloride pipe with necessary fittings, remaking good the demolished portion etc. complete. Spec. No.: BD.V 5 page 551 and as directed by Engineer in charge Ground Floor

First Floor

.Providing and fixing on walls/ ceiling/ floor 20 millimetre diametre Chlorinated Poly Venyl Chloride pipe with necessary fittings, remaking good the demolished portion etc. complete. Spec. No.: BD.V 5 page 551 and as directed by Engineer in charge Ground Floor

First Floor

.Providing and fixing on walls/ ceiling/ floor 25 millimetre diametre Chlorinated Poly Venyl Chloride pipe with necessary fittings, remaking good the demolished portion etc. complete. Spec. No.: BD.V 5 page 551 and as directed by Engineer in charge Ground Floor

First Floor

.Providing and fixing on walls/ ceiling/ floor 32 millimetre diametre Chlorinated Poly Venyl Chloride pipe with necessary fittings, remaking good the demolished portion etc. complete. Spec. No.: BD.V 5 page 551 and as directed by Engineer in charge First Floor

.Providing and fixing on walls/ ceiling/ floor 40 millimetre diametre Chlorinated Poly Venyl Chloride pipe with necessary fittings, remaking good the demolished portion etc. complete. Spec. No.: BD.V 5 page 551 and as directed by Engineer in charge First Floor

Providing and fixing 110 millimetre diametre Unplasticized Poly Vineyl Chloride soil / vent / waste SWR pipe of required diaMetre conforming to IS- 13592:1992, and IS-4985:2000 to withstand continuous internal hydraulic pressure of 4 kilogram per square centimetre including necessary fixtures and fittings, such as bends, tees, single junctions, double junctions and joining with rubber rings and lubricants, on wall by means of clips or in ground including necessary Excavation, laying refilling, trench testing etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use) Ground Floor

First Floor

Providing and fixing 75 millimetre diametre Unplasticized Poly Vineyl Chloride soil / vent / waste SWR pipe of required diametre conforming to IS- 13592:1992, and IS-4985:2000 to withstand continuous internal hydraulic pressure of 4 kilogram per square centimetre including necessary fixtures and fittings, such as bends, tees, single junctions, double junctions and joining with rubber rings and lubricants, on wall by means of clips or in ground including necessary Excavation, laying refilling, trench testing etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use) Ground Floor

First Floor

Providing and fixing 15 millimetre diameter concussion push button type brass/gun metal self-closing tap including necessary socket complete. Spec. No.: Bd.V.14 Page No. 557

Providing and fixing 15 millimetre diameter screw down bib/ stop tap of brass including necessary socket union nut complete. Spec. No.: Bd.V.8 Page No. 554 Ground Floor

First Floor

Providing and fixing screw down 25 millimetre diameter Wheeled stop tap of brass including necessary sockets/union nut complete. Spec. No.: Bd.V.9 Page No. 555 Ground Floor

First Floor

Providing and fixing 10 centimetre rigid Poly Vineyl Chloride Nahani trap including Poly Vineyl Chloride grating, bend, connecting piece of Unplasticized Poly Vineyl Chloride pipe up to the outside face of wall ,making the good damaged surface and testing etc. complete Ground Floor

First Floor

Providing and fixing 1st class white glazed earthenware Orissa Type Water Closet Pan 580 x 440 millimetre including P or S trap cast iron soil and vent pipe upto the outside face of the wall (1:5:1 0) cement concrete bedding 15 millimetre thick, 10 liter Poly Vineyl Chloride high level flushing cistern with all necessary pipe connection etc. complete. Spec. No.: As directed by Engineer in charge. Ground Floor

First Floor

Providing and fixing European type wall-hung white water closet of Paryware / Hindware with push valve concealed type with cover plate 32 millimetre size of JAQUAR MAKE SERIES FLV-1095 including soil pipe ,vent pipe up to outside face of wall ,100 millimetre diametre Galvanised iron plug bend inlet pipe all fittings, cutting & making good walls, floors etc. complete. Spec. No.: As directed by Engineer Incharge Ground Floor

First Floor

Providing and fixing White Glazed Earthenware full stall type Urinal with Poly Vineyl Chloride flushing cistern of 5 liters capacity with fitting, inlet pipes and stop tap, brackets for fixing the cistern, 32 millimetre diametre Poly Vineyl Chloride flush pipe with fittings and flushing arrangement including lead soil pipe, lead trap, soil pipe connection up to the outside face of the wall Spec. No.: Bd.V.23 Page No. 562 Ground Floor

First Floor

Providing and fixing white glazed earthenware squatting type urinals without cistern, with inlet pipes stop tap, Unplasticized Poly Vineyl Chloride flush pipe with fittings and flushing arrangement, including Poly Vineyl Chloride soil pipe, Unplasticized Poly Vineyl Chloride trap and soil pipe connection upto the outside face of the wall, making good the damaged surface, testing etc. complete. (Prior approval of sample and brand by Ex. Engineer is necessary before use) Spec. No. : As directed by Engineer in charge.

Providing and fixing white glazed earthenware Wash Hand Basin of 55 centimetre x 40 centimetre size including cold water pillar tap / cold and hot water pillar tap brackets, rubber plugs and brass chain, stop tap and necessary pipe connection including Poly Vineyl Chloride waste pipe and trap up to the outside face of the wall. Spec. No.: Bd.V.30 Page No. 565 Ground Floor

First Floor

Providing and fixing chromium plated towal rod 16 millimetre diametre and 75 centimetre in length including all accessories complete. Spec. No.: As directed by Engineer in charge. Ground Floor

First Floor

Providing and fixing 450 millimetre x 550 millimetre size superior type Belgium mirror with 16 millimetre diametre nickel plated towel rod etc. complete Spec. No.: As directed by Engineer in charge. First Floor

Providing and laying 150 millimetre diametre salt glazed stoneware pipe including fittings such as bends, tees, single junction, double junctions laying, jointing (including excavation and refilling the trenches) complete. Spec. No.: Bd.V.39, Page No. 573

Providing and fixing 15 centimetre x 10 centimetre salt glazed stoneware gully trap in cement concrete 1:4:8 outside the building including cast iron grating in the sink, connecting glazed stoneware pipe, brick masonry chamber with cast iron lid and cast iron grating for the gully trap. Spec. No.: Bd.V.38, Page No. 572

Providing and constructing Brick Masonry Inspection Chamber 60 centimetre x 45 centimetre x 90 centimetre including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W. pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete etc. complete with Reinforced Cement Concrete Cover. Spec. No.: Bd.V.43, Page No. 574

Providing & constructing Brick Masonry Inspection Chamber 90 centimetre x 45 centimetre x 90 centimetre including 1:4:8 cement concrete foundation 1:2:4 cement concrete channels half round G.S.W.pipes, Brick Masonry, plastering from inside and with frame fixed in cement concrete with Reinforced Cement Concrete Cover. Spec. No.: Bd.V.43, Page No. 574

Providing and fixing 100 millimetre diametre chromium plated brass showers rose to 15 millimetre diametre supply pipe including necessary bend and socket complete. Spec. No.: Bd.V. 12 Page No. 556 Ground Floor

Providing and fixing machine cut mirror polished 18 millimetre to 20 millimetre thick telephone black granite / Amba White / Cat bary brown / RBI red / Ocean Brown stone partition with rounding the edges etc. complete. A) Both side polish Spec. No.: Bd.M.35 B/Page No.393 Ground Floor

First Floor

Providing and fixing H.D.P container Sintex or alike one piece moulded water tank made out of low density polythyler and built corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity above 1000 to 20,000 litres Spec. No.: As directed by engineer-in-charge. Ground Floor

First Floor

Providing soak pit of size 120 centimetre x 120 centimetre x 120 centimetre including excavating and filling with brick-bats. Spec. No.: Bd.V.46, Page No. 576

Providing and fixing 40 millimetre diametre Ball cock medium type with Poly Vineyl Chloride float including sockets & necessary fittings and tested as per municipal requirements etc. complete. Spec. No.: As directed by Engineer in charge

Providing and fixing heavy duty inter locking concrete Gray paving blocks of 60 millimetre thickness of having a strength of 300 kilogram per Square centimetre of approved quality and shape on a bed of crushed sand of 25 to 30 millimetre thick including skirting joints and cleaning etc. complete. Spec. No.: As directed by Engineer in charge

Providing and laying concrete pipes of I.S. NP. class of 300 millimetre diametre in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete. Spec. No.: Bd.V.41, Page No. 573

Providing and fixing reinforced cement concrete cover of size 90 centimetre x 45 centimetre with frame over inspection chamber etc. complete. Heavy duty (225 kilogram) Spec. No.: As directed by Engineer in charge.

Providing and fixing 90 centimetre x 60 centimetre. Granite plate engraving 10 centimetre. height letter, figures including painting the lefters / figures with approved colour and shade complete. Spec. No.: Bd.W.7 Page No. 586

Providing and fixing in position Unplasticized Poly Vineyl Chloride ultra violet stabilized 110 millimetre outer diametre cowl dome confirming to I.S.-4985 including making joints with solvent cement etc. complete Spec. No.: Specfications Ground Floor

Providing and fixing false ceiling of 15 millimetre thick Acoustictubular Armstrong / Everest / AMS (0.60 x 0.60 metre) boards of approved make, shape and sizes as per drawings including powder coated Galvanised Iron wall angle of 20 millimetre x 20 millimetre x 0.6 x 0.6 millimetre size, Galvanised Iron grid runners of size 15 millimetre x 38 millimetre at 600 millimetre center to center both ways and suspended using Galvanised Iron 3 millimetre wire including fixing using butterfly clips and fasteners including transporting, scaffolding all necessary labour and machinery, finishing etc. complete. Spec. No.: As directed by Engineer in charge Providing and fixing false ceilingof 15millimetre thick Acoustictubular Armstrong/ Everest/ AMS (0.60 x 0.60 metre) boards of approved make, shape and sizes as per drawings including powder coated G.I. wall angle of 20millimetre x 20millimetrex 0.6 x 0.6millimetre size, Galvanised Iron grid runners of size 15mm x 38mm at 600mm center to center both ways and suspended using Galvanised Iron 3millimetre wire including fixing using butterfly clips and fasteners including transporting, scaffolding all necessary labour and machinery, finishing etc. complete. Spec. No.: As directed by Engineer in charge

Conveying materials obtained from road excavation including all lifts and lead of over 1 Kilometre from the site of excavation to the site of deposition as directed.

Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. By Mechanical Means. Spec. No.: MORTH 301

Excavation for roadway in hard murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. By Mechanical Means. Spec. No.: MORTH 301

Excavation for roadway in hard murum and boulders including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading for embankment or stacking as directed. By Mechanical Means. Spec. No.: MORTH 301

Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50 metre and spreading or stacking as directed. Spec. No.: MORTH 301. By Mechanical means.

Conveying materials obtained from road cutting including all lifts, laying in layers, breaking clods, dressing to the required lines, curves, grades and section for a lead of over 300 metre to 500 metre from the site of excavation to the site of deposition as directed. Spec. No.: MORTH 305

Supplying hard murum/ kankar at the quarry site, including conveying and stacking complete. Spec. No.: MORTH 408

Supplying soft murum/ kankar at the quarry site, including conveying and stacking complete. Spec. No.: MORTH 408

Spreading hard murum, soft murum, gravel, sand for various works complete Spec. No.: MORTH 408

Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, manual dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift upto 0 to 1.50 Metre

Lift upto 1.50 to 3.0 Metre

Excavation for foundation / pipe trenches in hard murum and boulders, Water Bound Macadam road including removing the excavated material upto a distance of 50 Metre beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete. Lift upto 0 to 1.50 Metre

Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 Metre beyond area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. Lift upto 1.50 to 3.0 Metre

Excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling, by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. Lift upto 1.50 to 3.0 Metre

Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.

Filling in plinth and floors / trenches with contractor’s murum for bedding in 15 centimetre to 20 centimetre layers including watering and compaction complete.

Providing dry trap / granite / quartzite / gneiss, rubble stone soling in 15 centimetre to 20 centimetre thick layers (including hand packing and compacting), etc. complete.

Providing and laying in situ Cement concrete of trap / granite / quartzite / gneiss metal for Plain Cement Concrete work below foundation and footing including normal dewatering, plywood form work, compaction, finishing and curing, etc, complete.

Providing, Lowering and Laying ISI standard Reinforced Cement Concrete pipes in standard lengths of following class and diameter suitable for either collar / spigot and socket joints or rubber ring joints, including cost od rubber rings of Company make, all taxes (Central and local), inspection charges, transport to departmental stores/site, unloading and stacking lowering and Laying and giving satisfactory Hydraulic testing of the laid pipe line as specified and directed by Engineer in charge etc. complete. Reinforced Cement Concrete NP III Class 200 millimetre diametre Pipe

Providing and supplying, Lowering Laying and jointing in standard lengths ISI mark rigid unplasticised Poly Vineyl Chloride pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). Working Pressure 4 Kilogram per Square centimetre - 160 millimetre diametre

Providing ISI mark Galvanised Iron pipe of following class and diametre Including all local and central taxes, octroi, inspection charges, transportation to stores, etc. complete .as per IS 1239/2004 Medium 15 millimetre diametre

25 millimetre diametre

Providing and constructing on sewer, B.B. masonry circular manhole concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 15cm thick CC 1:2:4 bed concrete, BBM in Conical shape for 1.50M. with 0.23 M. thick in CM 1:4 proportion with 12mm thick on inside and 20mm thick plaster with fine cement smooth finish on outer side in CM 1:3, providing moulded plastic steps at every 40cm c/c horizontal and vertical (Staggered), 15 cm thick C. C. 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm, dia. (Medium Duty) etc. complete as directed by Engineer-in-charge. 2.00 Metre

2.50 Metre

3.00 Metre

Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.

Carting away the excess excavated stuff upto 3.00 Km. distance including transport to departmental stores / sites, loading unloading and stacking and directed as by Engineer in Charge, etc. complete

Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5meters centre to centre for E.S.R. having capacity above 500 m3 including excavation in all types of strata, foundation concret ,cement plaster with water proofing compound to the inside face of the container including refilling disposing of the surplus stuff within a lead of 50 meters, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design. Providing and fixing accessories such as M.S.ladder, C.I.manhole frame and covers water level indicatiors, lightening conductor, G.I.pipe railing around walk way and top slab, providing spiral staire case from ground level to roof level, M.S.Grill gate of 2 Mitrs height with locking arrangement, B.B. masonry chambers for all valves,ventilating shafts, providing and applying three coats of cement paint to the structure uncluding roof slab and epoxy paint to internal surface & antitermite treatment for underground parts of the structures and giving satisfactory water tightness test as per I.S.code, the job to include paintion the name of the scheme and other details on the reservoir as per the directions of Engineer-in-charge Notes:- 1. The design of the structure be in accordance with relevent (I.S.3370-1965 or revised) 2.The design shall satisfy the stipulation as per IS 1893-1984 and I.S. 1 100000 Litres Capacity

Designing (aesthetically), and constructing RCC ground service reservoirs / RCC sumps in M-300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye-pass arrangement consisting of C.I./ M.S. D/F. pipes, specials and valves of given diameters. providing and fixing accessories such as Stainless steel ladder inside and M.S. ladder with G.I. railing outside, C.I. Manhole frame and cover, at top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coat of acrylic emulsion with silicon additives paint to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications.Anti-termite treatment shall be given for underground portion of the structure. Note:- 1. The designing shall be in accordance with various relevant I.S. specification ( I.S. 456/2000, I. 50000 Litres Capacity

Providing and supplying ISI standard CI double flanged pipes including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to stores / site, unloading etc. complete as directed by Engneer-in-charge. 80 millimetre diametre

100 millimetre diametre

Providing and supplying ISI standard CI flanged / S & S specials including all taxes (Central and local), railway freight, insurance, unloading from railway wagon, loading into truck transport to stores / site, unloading etc. complete as directed by Engneer-in-charge. D/F Specials upto and including 300 mm

Providing and supplying double flange sluice valves confirming for IS 2906/14846 including warn gear arrangement as per test pressure stainless steel spindle caps including all taxes transportation etc complete. Sluice Valves PN-1 without byepass 80 millimetre diametre SV

100 millimetre diametre SV

Providing and supplying in standard lengths ISI mark rigid unplasticised PVC pipes suitable for potable water with solvent cement joints including cost of couplers, as per IS specification no. 4985 / 1988 including all local and central taxes, transportation, freight charges, inspection charges, loading, unloading, conveyance to the departmental stores / site and stacking the same in closed shed duly protected from sun rays and rains including cost of jointing material i.e. solvemt cement, etc. complete (selffit type to be jointed with cement solvent). Working Pressure 4 Kilogram per Square centimeter without ED - 90millimetre Polyvinyl Chloride

P.V.C. Specials 10 % of cost of Pipe

Lowering, laying and jointing with P.V.C. pipes and specials of following class and diameter including cost of conveyance from stores to site of works including cost of all labour, material, except cement solvent, rubber ring, giving satisfactory hydraulic testing as per IS code, etc. complete (with cement solvent joint / ring fit joint). Working Pressure 4 Kilogram per Square centimeter 90 millimetre Polyvinyl Chloride

Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distace of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.

Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatreing, preparing the bed for foundation and excluding backfilling, etc. complete.

Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation 15cm to 20cm layers including watering and compaction complete.

Refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete.

Providing and constructing two taps standpost as per type design wih excavation 15 cm thick PCC 1:3:6 bedding 20 mm thick PCC 1:2:4 concrete for platform of 1.75 M dia. with side curb and bucket rest, 80 mm dia, heavy duty GI pipe central post duly filled therein with C. C. 1:2:4, 5 M long, 20 mm dia. medium G.I. pipe from point of tapping to standpost additional 20 mm dia G.I. pipe fixed vertically upto 15 mm dia self closing water taps, one brass ferrule etc. complete together with all labour and material charges as per drawing and as directed by Engineer-in-charge when good foundation is available. Rate includes draining arrangemment by excavating open gutters.

GARDEN SOIL :- Supplying on site garden soil well sieved 90% to pass through l.S. sieve of 10mm size free from stones rubbish like dried grass roots and other such materials. The soil should be fresh from quarry. The colour of the soil generally be red. The soil will be measured by measuring box. (Farma)

Preparing Instant lawn :- Excavating the ground to a required depth of 20 cms.removing and conveying unwanted stuff to a required distance as directed. Filling fresh garden soil and manure in 3:1 proportion to a height of 20 cms. Mixing soil and Manure thoroughly well, levelling,with required slope.light watering, on previous night, rolling, on surface, Fixing readymade lawn truf, rolls, or slabs of required variety as directed.Ramming on it for proper fixing & maintaining till well established by watering, weeding, clipping or mowing etc.complete

Preparing Edging or Border :- Excavating the ground to a required depth of 20 cms. in the required area, removing and conveying unwanted stuff, rubbish to the required distance as directed. Filling the excavated part with the fresh soil and manure in 3:1 proportion to a required height to 20 cms. Mixing, levelling, watering the same. Planting rooted edging/border plants at distance of 20 cms. apart watering, weeding, stirring of soil replacing casulties pruning if necessary etc complete.

Preparing Flower Bed : -Excavating the ground to the required depth of 30cms, Removing and conveying unwanted stuff to a required distance as directed. Filling fresh garden soil & manure in excavated area in 3:1 proportion to a required height of 30cms. Mixing garden soil and manure thoroughly well levelling, watering on previous night. Planting seedlings of required annuals 25cms. apart. Maintaining till well established by watering, weeding, Stirring replacing of casualties etc. Complete

Preparing Shrubbery.-Excavating tha ground to required depth of 30 cms.removing and conveying unwanted stuff to a required distance as directed. Filling fresh garden soil & Manure in excavated area in 3:1 proportion to a height of 30 cms. Mixing garden soil & manure thoroughly well, levelling, watering on previous night. Planting well jdeveloped shrubs plants. 0.50 mtr.height, 0.45 Mtrs. apart as directed and maintaining till well established by watering, weeding, stirring, replacing casualties etc.complete.

Planting large flowering / Shady trees. ( Height 1 Mir.)- Digging pit with size 0.9 m x 0.9 m x 0.9 m removing and conveying unwanted stuff to a required distance as directed Filling the pit with approval excavated material uplo a height of 0.30 m. and remaining height of 0.60 m. with fresh garden soil and manure in 3:1 proportion. Mining soil & manure thoroughly well, levelling, as directed, watering previous night, planting two to three year old.minimum 2.0 mtr.height. healthy trees sapling as per specifications. Maintaining till well established by watering, weeding, stirring of soil sinking replacing of casualties etc.complete.

Planting large flowering/Shady trees. ( Minimum Height to 2 Mir.)- Digging pit with size 0.9 m x 0.9 m x 0.9 m removing and conveying unwanted stuff to a required distance as directed Filling the pit with approval excavated material uplo a height of 0.30 m. and remaining height of 0.60 m. with fresh garden soil and manure in 3:1 proportion. Mining soil & manure thoroughly well, levelling, as directed, watering previous night, planting two to three year old.minimum 2.0 mtr.height. healthy trees sapling as per specifications. Maintaining till well established by watering, weeding, stirring of soil sinking replacing of casualties etc.complete.

Planting small and medium size ornamental /Flowering plant-.- Digging pit with size 0.6 m X 0.6 m x 0.6 m. removing and conveying unwanted stuff to a required distance as directed. Filling the pit with fresh garden soil & Farm Yard manure upto height of 0.60 m. in 3:1 proportion. Mixing soil and Manure thoroughly well, levelling, watering on previous night. Planting one to two year old healthy plant saplings as per specifications. Maintaining till well established by watering, stirring, of soil and manure, replacing casualties, etc. complete.

Laboratory testing Charges required for material testing on the basis of testing frequency and charges fixed by Vigilance and quality control circle, Pune for the current year.

Royalty Charges as per Revenue and Forest Department's Gazette dated 15/05/2015 as Maharashtra Minor Mineral Extraction Rules, 2010 and as per insruction in general notes on CSR 2015-2016 in P.W. Sanctioned schedule of rates for Circle Ahmednagar, Dhule, Jalgaon for the year 2015-2016 for items of lime stone, lime shell, stones, rubble, stone dust, shingles, gravel, murum, kankar and ordinary sand, ordinary clay, ordinary earth (to be used for embankment and filling), slate and shell etc. Spec. No.: As directed by Engineer-in-charge.

M/s. K. K. Thorat