Annual maintenance contract for the work of Day to Day maintenance, sanitary, carpentry, water supply, roof and tank cleaning work for Residential Buildings at Kuchana Housing Complex of Majri Area

Amount

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

Clearing wild grass/shrubs/vegetations/bushes up to 10 cm girth by engaging brush cutter machine and removal of rubbish up to a distance of 50 mtrs. Out side the periphery of the area cleared. The cost is incusive of hireing charges of machine POL, operator,cutting tools and Grass should be cut nearest to the ground level.Surface area where ever brush cutter can not be used should also be cleared by engaging manpower.etc all complete as per instructions of E/I.

Spraying of Chemical (round up or equivalent) for to stop growth of unworked grass / wides as per direction of Engineer-in-Charge.

Providing Ornamental / flower developed plants up to 2 1/2' to '3' height etc. Complete as per instruction of Engineer-in-charge.

Supply of Urea etc. compete as per instruction of Engineer-in-charge.

Supply of inorganic mannuar /old cow dung etc. compete as per instruction of Engineer-in-charge.

Deployment of excavator machine ( JCB or equivalent) including cost of opertator deisel , mobil oil etc. for levelling / road sides excavation and stacking within a lead of 50 meter etc. all complete job as per instructions of E.I.(Hours will be counted form initial strat of work i.e. intial metre reading to final metre reading at site only)

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge All kinds of soil

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.

Supplying and filling in plinth with stone dust under floors, including watering, ramming, consolidating and dressing complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources).

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing and reinforcement- All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources).

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources).

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Hot rolled deformed bars / TMT Bar of grade Fe5000 or more.

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

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

Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete40 mm thick with 20 mm nominal size stone aggregate

Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-Charge. With cement mortar 1:4 (1 cement : 4 fine sand)

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar

12 mm cement plaster finished with a floating coat of neat cement :1:4 (1 cement : 4 fine sand)

Grading roof for water proofing treatment with.Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and of required said and colour complete to give and even said. Old work (one or more coats)

Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work

Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface

Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)

Renewing glass panes, with putty and nails wherever necessary including racking out the old putty: Float glass panes of nominal thickness 5 mm (weight not less than 12.5kg/sqm)

Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600x600 mm

Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm

Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4Coarse sand), including pointing the joints with white cement andmatching pigment etc., complete

Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M - 30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-incharge. (Glazing, paneling and dash fasteners to be paid for separately) :For fixed portion Powder coated aluminium (minimum thickness of powder coating 50 micron)

Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)

Ornamental painting, writing with approved quality paint on existing painted Compound wall surface with writing in English/Hindi in required shape including cost of all labours and material etc. all complete job as per instructions of Engineer-in-charge.

Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., andpreparing the surface complete. The vital physical and chemicalparameters of the membrane shall be as under : Joint strength inlongitudinal and transverse direction at 23°C as 350/300 N/5 cm.Tear strength in longitudinal and transverse direction as 60/80N Softening point of membrane not less than 150°C. Cold flexibilityshall be upto -2°C when tested in accordance with ASTM, D - 5147.The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : 3 mm thick

Pressure grouting work treatment to wall crack by cutting, chipping in V shaped and cleaning the surface with water, repair the wall crack by rich cement plastering with Dr. Fixit compound. Fixing of PVC pipe Nipples 10 cm long 1 m C/C apart. After setting the PVC Nipples and plaster repairs cement slury grouting with Dr. Fixit compound. Cutting projected hipple to plaster level silling the nipples, finishing smooth wall surface applying the cement primer to repaired plaster etc. all complete.

Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

Neat cement punning.

Carriage of Lime / moorum / rubbish / by mechanical transpot : including loading unloading & stacking at places with a lead of 2.00 Km etc. complete as per instruction of the Engineer-in-charge.

Surface dressing of the ground including removing vegetation and in- equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m All kinds of soil

White washing with lime to give an even shade :Old work (two or more coats)

Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.

Brick work with modular extruded brunt fly ash clay sewer bricks (Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth : Cement Mortar 1:4 ( 1 cement : 4 coarse sand)

Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure above plinth level up to floor V level in : Cement mortar 1:4 (1 cement : 4 coarse sand)

Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : Cement Mortar 1:4 (1cement : 4 coarse sand).

Supplying of Damp proof compound of approved manufacture etc. complete as per instruction of Engineer-in-charge.

Application of Damp proof compound by deploying necessary manpower and other items etc. complete as per instruction of Engineer-in-charge.

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. Fixed to steel windows by welding

Providing and fixing 1.5 mm PVC flooring with adhesive and finishing complete as per instruction of Engineer-in-charge.

Providing and fixing plywood both side decorative veneer conforming to IS : 1328 (type-1) for plain lining / cladding shelves in cupboard with necessaru screws complete as per instruction of Engineer-in-charge,18 mm thick.

Providing and fixing plywood both side decorative veneer conforming to IS : 1328 (type-1) for plain lining / cladding shelves in cupboard with necessaru screws complete as per instruction of Engineer-in-charge,12 mm thick.

Providing, hcisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but, excluding cost of 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).

Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid.

Providing and fixing white vitreous china water closet squatting pan(Indian type): Orissa pattern W.C.pan of size 580x440 mm.

Providing and fixing solid plastic seat with lid for pedestal type W.C. pan complete :(white solid plastic seat with lid)

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.(75 mm diameter)

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fitting complete.(32 mm dia).

White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap.

Providing and fixing P.V.C. low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete.(10 liter capacity- white)

Cleaning of septic tank of any dimension but not exceeding 2.5m3 & disposal of debris excreta in a excavated earth pit filling the same with loose earth/sand etc.Complete including jamming the RC over with lean cement mortar 1:8 complete as per instruction of the Engineer-in-charge.

Disposal of scar cases (dead bodies) of cows,buffalos etc.From colony premises including loading in truck/tractor, transporting it to no man land in the nearby premises, making earth pit of size 2.0x2.0x2.0 mtrs.Burned the animals into pit.Filling of earth complete as per instruction of the Engineer-in-charge.

Removing W.C. pans including disconnecting the sanitary and water supply connections, removing and breaking flooring and bed con-crete around pan removing the same carefully and stacking the serviceablematerials as adn where directed including throwing the unserviceable materiasls out side etc. carefully and throwing out the refusal outside etc. complete

Supplying following sanitary related materials of standard quality as per the instruction of work includes applying and spreading the materials as per the direction of Engineer-in-charge.

Latrine acid

Phenyl

Harpic(500 ml)

Nepthalene ball

Liquid soap

Room freshner(standard quality)

Odonil (medium size)

Long handle toilet brush

Wire brush

Wash basin brush

Broom (Full zadu)

Kharata

Excavating trenches of required width for pipes, cables, etc, including excavation for sockets, depth upto 1.5 m, including getting out the excavated materials, returning the soil as required in layers not exceeding 20 cm in depth, including consolidating each deposited layers by ramming, watering etc., stacking serviceable material for measurements and disposal of unserviceable material as directed, within a lead of 50 m Ordinary cock: Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia ,

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 100 mm diameter

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 200 mm diameter

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 100 mm diameter S.W. pipe

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 200 mm diameter S.W. pipe

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 100 mm diameter S.W. pipe

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 150 mm diameter S.W. pipe

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design : 200 mm diameter S.W. pipe

Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. 15 mm nominal bore

Providing and fixing brass bib cock of approved quality. 15 mm dia nomial bore

Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

Providing and fixing unplasticised PVC connection pipe with brass unions 45 cm length : 15 mm nominal bore.

Providing and fixing G.I pipes complet with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work- Exposed on wall : 15 mm dia nominal bore.

Providing and fixing G.I pipes complet with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work- Exposed on wall : 20 mm dia nominal bore.

Providing and fixing G.I pipes complet with G.I. fittings and clamps, i/c cutting and making good the walls etc. Internal work- Exposed on wall : 25 mm dia nominal bore.

Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work 80 mm dia nominal bore

Providing and fixing ball valve (brass) of approved quality, High or low pressur, with plastic floats comlpete. 25 mm nominal bore.

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tall pieces if required will be paid separately) :100 mm dimmeter class II.

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tall pieces if required will be paid separately) :150 mm dimmeter class II.

Providing and fixing PTMT pillar cock of approved quality (Prayag / Pearl or equivalent make) and colour. 15 mm nominal bore, 125 mm long foam flow,weighing not less than 120 gms.

Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet : 100 mm diameter

Providing and fixing PTMT bib cock of approved quality (Prayag / Pearl or equivalent make) and colour 15 mm nominal bore, 122mm long, weighing not less than 99 gms

Exacavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil,and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc.and disposing of surplus excavated soil as directed,within a lead of 50 m :All kinds of soil. Pipes,cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.

Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing Rectangular shape 453x357 mm

Providing and fixing PTMT, push cock of approved quality (Prayag / Pearl or equivalent make) and colour. 15 mm nominal bore, 98 mm long, weighing not less than 75 gms

Providing and fixing PTMT grating of approved quality (Prayag /Pearl or equivalent make) and colour.Circular type 100 mm nominal dia

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 a) 15 mm nominal bore 15mm nominal bore

Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms

Providing and supplying D.I. fittings with ISI mark Mechanical joint confirming to tables 12 to table 31 of IS 9523/2000 upto latest amendments including cost of SBR/EDPM gaskets, Nuts, Bolts, Washers and Ductile iron follower glands. Fittings shouid be with internally Ordinary portland cement mortor lined and externally metalic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation and excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc complete. MJ Collar/Coupling 100 mm dia

Providing and supplying D.I. fittings with ISI mark Mechanical joint confirming to tables 12 to table 31 of IS 9523/2000 upto latest amendments including cost of SBR/EDPM gaskets, Nuts, Bolts, Washers and Ductile iron follower glands. Fittings shouid be with internally Ordinary portland cement mortor lined and externally metalic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation and excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc complete. MJ Collar/Coupling 150 mm dia

Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. 80 mm

Providing and fixing CP Brass pillar cock of approved quality and colour. 15 mm nominal bore, 125 mm long foam flow, weighing not less than 690gms

Providing & fixing HDPE over head tank cover for 500/ 1000 ltr capacity etc all complete job as per instructions of E/I .

Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fitting complete. Flexible pipe 40 mm dia

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 20 mm nominal outer dia Pipes

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. Internal work - Exposed on wall 25 mm nominal outer dia Pipes

Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of 15 mm including all the tools and necessary fittings etc all complete as per direction of Engineer in Charge.15 mm outer dia

Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of 20 mm including all the tools and necessary fittings etc all complete as per direction of Engineer in Charge.20 mm outer dia

Providing and fixing Unplasticized Polyvinyl Chloride (UPVC) pipes of 25 mm including all the tools and necessary fittings etc all complete as per direction of Engineer in Charge.25 mm outer dia

Providing and fixing C.I. Non Return valve complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 80 mm diameter Class I

Providing and fixing C.I. Foot valve complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : 80 mm diameter Class I

Providing and Supplying G.I. socket 15 mm as per direction of Engineer in Charge.

Providing and Supplying G.I. socket 20 mm as per direction of Engineer in Charge.

Providing and Supplying G.I. socket 25 mm as per direction of Engineer in Charge.

Providing and Supplying G.I. Elbow 15 mm per direction of Engineer in Charge.

Providing and Supplying G.I. Elbow 20 mm per direction of Engineer in Charge.

Providing and Supplying G.I. Elbow 25 mm per direction of Engineer in Charge.

Providing and Supplying G.I. Tee 15 mm as per direction of Engineer in Charge.

Providing and Supplying G.I. Tee 20 mm as per direction of Engineer in Charge.

Providing and Supplying G.I. Tee 25 mm as per direction of Engineer in Charge.

Providing and Supplying G.I. Hex Nipple 15 mm as per direction of Engineer in Charge.

Providing and Supplying G.I. Hex Nipple 20 mm as per direction of Engineer in Charge.

Providing and Supplying G.I. Hex Nipple 25 mm as per direction of Engineer in Charge.

Providing and Supplying G.I.Nipple 15 mm x 15 cm as per direction of Engineer in Charge.

Providing and Supplying G.I. Nipple 20 mm x 15cm as per direction of Engineer in Charge.

Providing and Supplying G.I.Nipple 25 mm x 15 cm as per direction of Engineer in Charge.

Providing and Supplying G.I.Nipple 15 mm x 10 cm as per direction of Engineer in Charge.

Providing and Supplying G.I. Nipple 20 mm x 10 cm as per direction of Engineer in Charge.

Providing and Supplying G.I. Nipple 25 mm x 10 cm as per direction of Engineer in Charge.

Providing and Supplying G.I. union socket 15 mm as per direction of Engineer in Charge.

Providing and Supplying G.I. union socket 20 mm as per direction of Engineer in Charge.

Providing and Supplying G.I. union socket 25 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC socket 15 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC socket 20 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC socket 25 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC Elbow 15 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC Elbow 20 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC Elbow 25 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC Tee 15 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC Tee 20 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC Tee 25 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC FT 15 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC FT 20 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC FT 25 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC MT 15 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC MT 20 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC MT 25 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC Reducer 15 mm x 20 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC Reducer 15 mm x 25 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC Reducer 20 mm x 25 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC union socket 15 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC union socket 20 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC union socket 25 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC Elbow 15 mm x 20 mm per direction of Engineer in Charge.

Providing and Supplying UPVC Elbow 15 mm x 25 mm per direction of Engineer in Charge.

Providing and Supplying UPVC Elbow 20 mm x 25 mm per direction of Engineer in Charge.

Providing and Supplying UPVC pipe clamp 15 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC pipe clamp 20 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC pipe clamp 25 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC Ball Valve 15 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC Ball Valve 20 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC Ball Valve 25 mm as per direction of Engineer in Charge.

Providing and Supplying UPVC Tank Cannection (Nipple) 20 mm as per direction of Engineer in Charge.

Providing and Supplying CPVC solvant 50 gm as per direction of Engineer in Charge.

Providing and Supplying M.S. Nut bolt 12mm x 100 mm as per direction of Engineer in Charge.

Providing and Supplying M.S. Nut bolt 16mm x 100 mm as per direction of Engineer in Charge.

Providing and Supplying Leather foat wall jeep 80 mm dia as per direction of Engineer in Charge.

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) 125 mm diameter : Class II

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws

Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano hinges with necessary screws

Providing and Fixing solid cone 18 mm thick Bison panel cement bonded partical board including teak wood bidding on the four edges in selves of almarah. As per detaited drawing and instruction of Engineer in Charge.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Providing and Supplying Hard wood for preparation of frames for door & window, battens & bracings for battered & braced doors, shutters etc. all complete job as per instruction of Engineer-in-charge. 30 mm thick shutters

Providing and Supplying 12 mm thick BWP plywood ( ISI mark) approved brand as per direction of Engineer incharge

Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture . M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. 30 mm thick plain PVC door shutters

Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content.With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC content less than 60 grams/ litre

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 200x10 mm

Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete 250x16 mm

Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : 150x10 mm

Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :125 mm

Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :100 mm

Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363 with necessary screws etc. complete :115 mm

Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 250x16 mm

Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 100 mm

Providing and fixing ISI marked IS : 1341 oxidised M.S. pressed butt hinges with necessary screws etc. complete. (copper oxidized as per IS: 1378)125x65x2.12 mm

Providing and fixing ISI marked IS : 1341 oxidised M.S. pressed butt hinges with necessary screws etc. complete. (copper oxidized as per IS: 1378) 100x58x1.90 mm

Providing and fixing ISI marked IS : 1341 oxidised M.S. pressed butt hinges with necessary screws etc. complete. (copper oxidized as per IS: 1378) 75x47x1.70 mm

Providing and fixing ISI marked IS : 1341 oxidised M.S. pressed butt hinges with necessary screws etc. complete. (copper oxidized as per IS: 1378) 50x37x1.50 mm

Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.

Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.

Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.Single rubber stopper

Welding by gas or electric plant including transportation of plant at site etc. complete.

Cleaning of RCC/Polyethylene over head tanks from all dirt, dust, silt etc. by disinfecting agen like bleacning powder etc.all complete, as per directions of Engineer-in-charge. 1000 liters capacity tanks.

Cleaning of RCC/Polyethylene over head tanks from all dirt, dust, silt etc. by disinfecting agen like bleacning powder etc.all complete, as per directions of Engineer-in-charge.500 liters capacity tanks.

Cleaning of RCC GWT/OHT including brushing with wire brush, rubbing, including applying bleacing powder etc.all complete as per instructions of Engineer-in-charge.Capacity upto 2 lacks liters.

Cleaning of roof slab, chajjas including removing the garbage and cleaning of all the spot pipes of all residential non residential and Welfare building etc. complete as per instructions of Engineer-in-charge.'D' type blocks.

Cleaning of roof slab, chajjas including removing the garbage and cleaning of all the spot pipes of all residential non residential and Welfare building etc. complete as per instructions of Engineer-in-charge.'C' type blocks.

Cleaning of roof slab, chajjas including removing the garbage and cleaning of all the spot pipes of all residential non residential and Welfare building etc. complete as per instructions of Engineer-in-charg.SS B' type blocks.

Cleaning of roof slab, chajjas including removing the garbage and cleaning of all the spot pipes of all residential non residential and Welfare building etc. complete as per instructions of Engineer-in-charge. DS 'B' type blocks.

Cleaning of roof slab, chajjas including removing the garbage and cleaning of all the spot pipes of all residential non residential and Welfare building etc. complete as per instructions of Engineer-in-charge.'A'type blocks.

Cleaning of roof slab, chajjas including removing the garbage and cleaning of all the spot pipes of all residential non residential and Welfare building etc. complete as per instructions of Engineer-in-charge. GM office, guest house, workers institute, dispensary and shopping complex.

Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I.staples, turn buckles etc. complete. (Cost of posts, struts, earthwork and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

Delowering of 20HP Submerssible pump and 100/80 mm dia . G.I. Pipes of deep borewell / Tubewell near patala by means of chainpully block, dismentling G.I.pipes and stacking of materials properly at site as per instraction of E/I (welding set, Gas cutting set, welding rods, M.S. flats shall be provided departmently).

Lowering of 20HP Submerssible pump and 100/80 mm dia . G.I. Pipes of deep borewell / Tubewell near patala by means of chainpully block, dismentling G.I.pipes and stacking of materials properly at site as per instraction of E/I (welding set, Gas cutting set, welding rods, M.S. flats shall be provided departmently).

Fogging to control mosquito in the premises of Kuchana Colony, in the residential quarters, service buildings, welfare buildings and other functional buildings including cost of fogging machine,all materials such as pesticides / insecticides, diesel, petrol, labours etc. all complete job as per instruction of Engineer-in-charge.(Dosage of fogging liquid shall be as per WHO guidelines).

Providing and preparing kitchen otta upto 75cm width,made up from 30mm thick and 75cm high vertical support for kadppaa t1m.c/c of 25mm thick both side polished kadapp middle shelf and bottom of 20mm thick one side polished kadappa with faciapatti of 20x50mm kadappa including all material labour cutting fixing with cement mortar and aralditecuring polished and cleaning etc. complete

Providing and fixing 1st quality ceramic glazed floor tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete.

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required : 470x420 mm bowl depth 178 mm

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm,including painting of fittings and brackets, cutting and making good the walls wherever required : Kitchen sink without drain board 610x510 mm bowl depth 200 mm

Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels Granite stone slab of colour black, Cherry/Ruby red Area of slab upto 0.50 sqm

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fllets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Supplying & spreading lime dust on the cleared area of garbage etc as per direction of Engineer in charge.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter

Trimming of trees on the grith (measured at a height of 1 m above ground level) including trimming of branches, stacking of serviceable material and all other complete, as per instructions of Engineer-in-Charge. Carriage of material by mechanical transport including loading, unloading and stacking (1km), work is to be carriad out near by service building and it is to be carried out carefully without any damage to any building/establishment.(Beyond 60 cm grith upto and including 120cm grith) For 1 no. of tree

Total impact of GST for the purpose of CTC

M/s C R Thakre (BID ID -1106134)

Sanjay Kumar Maharaj (BID ID -1105760)