Tender For Construction Of Sports Complex (First Phase) In Sector-123, Noida., Ghaziabad-Uttar Pradesh

TDR : 56156179

Tender Notice
BOQ

12 Days Left

Ghaziabad , Uttar Pradesh

Tender Brief : Tender For Construction Of Sports Complex (First Phase) In Sector-123, Noida.

Document Fees
₹ 8260 /-

EMD
₹ 13700000.0 /-

Tender Value
₹ 60.11 Crore /-

Submission Date
08-07-2026

Competition Type
Indian

Bidding Type
Tender

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1	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil.
2	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 lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil.
3	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.
4	Excavating 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
5	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.
6	Supplying and stacking of good earth at including royalty and carriage upto 05 km lead complete (earth measured in stacks will be reduced by 20% for payment).
7	Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.All kinds of soil
8	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
9	Surface dressing of the ground including removing vegetation and in equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 mcleared. All kinds of soil
10	Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
11	Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
12	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 40 mm nominal size derived from natural sources)
13	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
14	Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns
15	Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm long with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 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), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing
16	Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size).
17	Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.
18	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
19	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
20	Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete.
21	Centering and shuttering including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, butteresses,plinth and string courses etc.
22	Centering and shuttering including strutting, propping etc. and removal of form for :Suspended floors, roofs, landings, balconies and access platform.
23	Centering and shuttering including strutting, propping etc. and removal of form for :Shelves (Cast in situ)
24	Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers
25	Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts
26	Centering and shuttering including strutting, propping etc. and removal of form for :Stairs, (excluding landings) except spiral-staircases.
27	Centering and shuttering including strutting, propping etc. and removal of form for : Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like. Edges of slabs and breaks in floors and walls.
28	Centering and shuttering including strutting, propping etc. and removal of form for :Edges of slabs and breaks in floors and walls Under 20 cm wide
29	Centering and shuttering including strutting, propping etc. and removal of form for : Weather shade, Chajjas, corbels etc., including edges.
30	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
31	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
32	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
33	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth level.Concrete of M25 grade with minimum cement content of 330 kg /cum
34	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V level.Concrete of M25 grade with minimum cement content of 330 kg /cum
35	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
36	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:4 (1 cement : 4 coarse sand)
37	Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level up to floor V level.cement mortar 1:4 (1 cement : 4 coarse sand)
38	Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry (with F.P.S. bricks).
39	Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1 cement : 4 fine sand).
40	Stone work, plain in copings, cornices, string courses and plinth courses, upto 75 mm thick in Cement mortar 1:6 (1 cement : 6 coarse sand), including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade.White sand stone
41	Providing and fixing 18mm thick gang saw cut ( premoulded and prepolished) machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edge to give high gloss finish etc. complete at all levels.Granite stone slab colour black, Cherry/Ruby red Area of slab over 0.50 Sqm.( For Counter)
42	Extra for fixing marble / granite stone over and above corresponding basic item, in facia and drops of width upto 150mm with epoxy resin baesd adhesive including cleaning etc. complete.
43	Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble /Granite/Stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edge etc. complete.
44	Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finished smooth.Granite Stone of approved shade
45	Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :Red sand stone - exposed face fine dressed with rough backing.30 mm thick
46	Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases in stone and holes in walls wherever required.
47	Providing and fixing copper pins 7.5 cm long 6 mm diameter for securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand), including making the necessary chases.
48	Providing and fixing Ist quality ceramic glazed wall 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 Engineerin- 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.
49	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:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
50	Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
51	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.
52	Providing and fixing aluminium tower 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 necessary screws etc. complete :300x10 mm
53	Providing and fixing aluminium tower 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 necessary screws etc. complete :150x10 mm
54	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 :125mm
55	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 :100mm
56	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
57	Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer- in-charge.
58	Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss / matt/ suede finish with high density protective surface layer and reverse side of adhesive bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved quality.1.0 mm thick
59	Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:Profile B Fixing with adjustable lugs with split end tail to each jamb
60	Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
61	Providing M.S. foot rests including fixing in manholes with 20x20x10cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :With 20x20 mm square bar
62	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality HD-20, Circular shape 560 mm internal diameter
63	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. complete.40 mm thick with 20 mm nominal size stone aggregate
64	Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles,including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Light shade pigment using white cement.
65	Extra for pre finished nosing to treads of steps of marble / granite stone.
66	Extra for marble / granite stone flooring in treads of steps and risers using single length up to 2.00 metre.
67	Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick
68	Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
69	40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone.Red sand stone
70	Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete.
71	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 600 x 600 mm
72	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab colour of Black, Cherry/Ruby Red or equivalent
73	Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : In 75x75 mm deep chase
74	Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
75	12 mm cement plaster of mix :1:4 (1 cement : 4 coarse sand)
76	18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.
77	6 mm cement plaster of mix :1:3 (1 cement: 3 fine sand)
78	Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
79	Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete.
80	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including waterthinnable priming coat with cement primer
81	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :Water thinnable cement primer
82	Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
83	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
84	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
85	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
86	Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).
87	Supplying and stacking at site.Good earth
88	Supplying and stacking at site Moorum
89	Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10cm length and drilling holes upto 10 mm dia. etc. complete
90	Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
91	Extra for providing and mixing hardening compound of approved quality as per manufacturer’s specification in cement concrete.
92	Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound grade A.)
93	Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete.New work (Two or more coats)
94	Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
95	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
96	Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.
97	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
98	Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
99	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
100	Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
101	Providing Retro-reflective regulatory sign board of size 900 mm dia meter made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as per direction of Engineer-in-charge.
102	Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means.
103	Providing and applying tack coat with bitumen emulsion using emulsion pressure distributer at the rate of 0.25kg per sqm on the prepared bituminous surface cleaned with mechanical broom
104	Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause
105	Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
106	Earth work in Embankment in ordinary soil embankment to be in 20cm layers including, ramming, dressing the surface to required levels with half tonne steel or wooden rammer and rolling every third and top most layer in roller 8 to 10 tonne capacity and including 1.5mtr, lift and all lead (earth shall be brought from a place which cartage of earth by mechanically transport and T & P. labour etc. required for proper completion. Earth shall be arranged by the contractor at his owm cost.
107	Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
108	Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450 mm dia RCC pipes.
109	Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 600 mm dia RCC pipes.
110	Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia RCC pipes.
111	Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge.
112	Providing and fixing controlled flush, low level cistern made of vitreous china with all fittings complete.10 litre (full flush) capacity-white
113	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Semi rigid pipe 40 mm dia
114	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe 40 mm dia
115	Providing and fixing 100 mm sand cast Iron grating for gully trap.
116	Providing and fixing in position 25mm diameter mosquito proof coupling of approved municipal design.
117	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
118	Providing and fixing vitreous china dual purpose closet suitable for use as squatting pan or European type water closet (Anglo Indian W.C pan) with seat & lid fixed with C.P. brass hinges and rubber buffers, 10 litre low level flushing cistern with fitting and brackets, 40 mm flush bend, 20 mm over flow pipe, with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required: White vitreous china dual purpose WC pan with white solid plastic seat and lid with white vitreous china flushing cistern and C.P. flush bend.
119	Providing and fixing M.S. holder bat clamp of approved design to sand cast iron/ cast iron (spun) pipes comprising of M.S. flat brackets made of 50x5 mm flat of specified shape, projecting 75 mm outside the wall surface and fixed on wall with 4nos, 6mm dia expansion hold fasteners, including drilling necessary holes in brick wall/ CC/RCC surface and the cost of bolts etc. The pipes shall be fixed to the already fixed brackets with the help of 30 mm x1.6 mm galvanised M.S. flats of specified shape and of total length 420 mm and shall be fixed with M.S. nuts, bolts, & washers of size 25x6 mm, one bolts on each side of the pipe. Total bracket length 580 mm of approved shape and design (for single 100 mm dia pipe).
120	Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete.
121	Providing & fixing white vitreous china water less urinal of size 600 x 330 x 315 mm having antibacterial /germs free ceramic surface, fixed with cartridge having debris catcher and hygiene seal.
122	Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.
123	Providing and fixing floor mounted, white vitreous china single piece, double traps syphonic water closet of approved brand/make, shape, size and pattern including integrated white vitreous china cistern of capacity 10 litres with dual flushing system, including all fittings and fixtures with seat cover, cistern fittings, nuts, bolts and gasket etc including making connection with the existing P/S trap, complete in all respect as per directions of Engineer-in-Charge.
124	Providing and fixing Polyethylene- Aluminium- Polyethylene (PE-AL- PE) Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g. elbows, tees, reducers, couplers & connectors etc. with trenching, refilling and testing of joints complete as per direction of the engineer in charge : External work 2025 (25 mm OD ) pipe.
125	Providing and fixing Polyethylene- Aluminium- Polyethylene (PE-AL- PE) Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g. elbows, tees, reducers, couplers & connectors etc. with trenching, refilling and testing of joints complete as per direction of the engineer in charge : External work 2532 (32 mm OD ) pipe.
126	Providing and fixing Polyethylene- Aluminium- Polyethylene (PE-AL- PE) Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g. elbows, tees, reducers, couplers & connectors etc. with trenching, refilling and testing of joints complete as per direction of the engineer in charge : External work 3240 (40 mm OD ) pipe.
127	Providing and fixing Polyethylene- Aluminium- Polyethylene (PE-AL- PE) Composite Pressure Pipes conforming to IS - 15450, U.V. stabilized with carbon black having thermal stability for hot & cold water supply, capable to withstand temperature up to 80°C including all special fittings of composite material (engineering plastic blend and brass inserts wherever required ) e.g. elbows, tees, reducers, couplers & connectors etc. with trenching, refilling and testing of joints complete as per direction of the engineer in charge : External work 4050 (50 mm OD ) pipe.
128	Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti -microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threadedpolypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.External work PN - 10 Pipe, 63 mm OD (SDR-11)
129	Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti -microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threadedpolypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.External work PN - 10 Pipe, 75 mm OD (SDR-11)
130	Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti -microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threadedpolypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge.External work PN - 10 Pipe, 110 mm OD (SDR-11)
131	Providing and fixing PPR Unions 63 mm
132	Providing and fixing PPR Unions 75 mm
133	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.
134	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.
135	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 32 mm nominal outer dia. Pipes.
136	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 40 mm nominal outer dia. Pipes.
137	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 50 mm nominal outer dia. Pipes.
138	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc.15 mm nominal outer dia .Pipes.
139	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc.20 mm nominal outer dia .Pipes.
140	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc.25 mm nominal outer dia .Pipes.
141	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. :Concealed work, including cutting chases and making good the walls etc.32 mm nominal outer dia .Pipes.
142	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work 15 mm nominal outer dia. Pipes.
143	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work 20 mm nominal outer dia. Pipes.
144	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work 25 mm nominal outer dia. Pipes.
145	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work 32 mm nominal outer dia. Pipes.
146	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work 40 mm nominal outer dia. Pipes.
147	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work 50 mm nominal outer dia. Pipes.
148	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work 62.50 mm nominal inner dia. Pipes.
149	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge : External work 100mm nominal inner dia. Pipes.
150	Providing and fixing G.I. pipes complete 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
151	Providing and fixing G.I. pipes complete 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
152	Providing and fixing G.I. pipes complete 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
153	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall. 32 mm dia. nominal bore
154	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall. 40 mm dia. nominal bore
155	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc. : Internal work – Exposed on wall. 50 mm dia. nominal bore
156	Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement :5 fine sand:10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement :3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
157	Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
158	Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
159	Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
160	Constructing masonry Chamber 60x60x75 cm, inside in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for fire hydrants, with C.I. surface box 350x350 mm top and 165 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
161	Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
162	Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :20 mm diameter pipe.
163	Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :25 mm diameter pipe.
164	Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :32 mm diameter pipe.
165	Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :40 mm diameter pipe.
166	Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work :50 mm diameter pipe.
167	Repainting G.I. pipes and fittings with synthetic enamel white paint with one coat of approved quality :20 mm diameter pipe.
168	Repainting G.I. pipes and fittings with synthetic enamel white paint with one coat of approved quality :25 mm diameter pipe
169	Repainting G.I. pipes and fittings with synthetic enamel white paint with one coat of approved quality :32 mm diameter pipe
170	Repainting G.I. pipes and fittings with synthetic enamel white paint with one coat of approved quality :40 mm diameter pipe
171	Repainting G.I. pipes and fittings with synthetic enamel white paint with one coat of approved quality :50 mm diameter pipe
172	Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :20 mm diameter pipe
173	Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :25 mm diameter pipe
174	Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :32 mm diameter pipe
175	Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :40 mm diameter pipe
176	Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality :50 mm diameter pipe
177	Providing and filling sand of grading zone V or coarser grade all- round the G.I. pipes in external work.20 mm diameter pipe
178	Providing and filling sand of grading zone V or coarser grade all- round the G.I. pipes in external work.25 mm diameter pipe
179	Providing and filling sand of grading zone V or coarser grade all- round the G.I. pipes in external work.32 mm diameter pipe
180	Providing and filling sand of grading zone V or coarser grade all- round the G.I. pipes in external work.40 mm diameter pipe
181	Providing and filling sand of grading zone V or coarser grade all- round the G.I. pipes in external work.50 mm diameter pipe
182	Boring with 100 mm diameter casing pipe for hand pump / tube well, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :Up to 6 metres depth.
183	Boring with 100 mm diameter casing pipe for hand pump / tube well, in all soils except ordinary hard rocks requiring blasting, including removing the casing pipe after the hand pump / tube well is lowered and tested :Beyond 6 m and up to 12 m depth.
184	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)20 mm nominal bore
185	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)25 mm nominal bore
186	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)32 mm nominal
187	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)40 mm nominal bore
188	Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work)50mm nominal bore
189	Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required :20 mm nominal bore.
190	Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required :25 mm nominal bore.
191	Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required :32 mm nominal bore.
192	Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required :40 mm nominal bore.
193	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 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.
194	Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includesmaking necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately.
195	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931: 15 mm nominal bore.
196	Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore.
197	Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore
198	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore.
199	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 :15mm nominal bore
200	Providing and fixing C.P. Brass extension nipple (size 15mmx50mm) of approved make and quality as per direction of Engineer-in-charge.
201	Providing and fixing PTMT bib cock of approved quality and colour.15mm nominal bore, 86 mm long. Weighing not less than 88 gms.
202	Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 122 mm long. Weighing not less than 99 gms.
203	Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 165 mm long. Weighing not less than 110 gms.
204	Providing and fixing PTMT stop cock of approved quality and colour.20mm nominal bore, 89 mm long. Weighing not less than 88 gms.
205	Providing and fixing PTMT stop cock of approved quality and colour.Concealed stop cock, 15 mm nominal bore, 108mm long. Weighing not less than 108 gms.
206	Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) :80 mm dia nominal bore
207	Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) :100 mm dia nominal bore
208	Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) :150 mm dia nominal bore
209	Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 :80 mm dia
210	Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 :100 mm dia.
211	Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 :150 mm dia
212	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm dia. R.C.C. pipe
213	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe
214	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 450 mm dia. R.C.C. pipe
215	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 600 mm dia. R.C.C. pipe
216	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 900 mm dia. R.C.C. pipe
217	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
218	Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 1 16 kg (weight of cover 58 kg and weight of frame 58 kg) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
219	Extra for depth for manholes Size 90x80 cm With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
220	Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design :0.91 m deep with S.F .R.C. cover and frame (heavy duty , HD-20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately) :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
221	Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as per standard design :With 20x20 mm square bar
222	Replacement of M.S. foot rests in manholes including dismantling concrete blocks and fixing with 20x20x10 cm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) :With 20x20 mm square bar
223	Supplying and fixing C.I. cover without frame for manholes :455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg.
224	Supplying and fixing C.I. cover without frame for manholes :500 mm diameter C.I. cover (medium duty) the weight of the cover to be not less than 58 kg.
225	Supplying and fixing C.I. cover without frame for manholes :560 mm diameter C.I. cover (heavy duty) the weight of the cover to be not less than 108 kg.
226	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D - 2.5 Rectangular shape 600x450 mm internal dimensions
227	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality L D - 2.5 Square shape 450 mm internal dimensions
228	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality M D - 10 Square shape 450 mm internal dimension
229	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality M D - 10 Circular shape 500 mm internal diameter
230	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D - 20 Circular shape 560 mm internal diameter
231	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality EHD - 35 Circular shape 560 mm internal dia.
232	Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5 kg.
233	Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :For pipes 100 to 250 mm diameter
234	Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :For pipes 250 to 300 mm diameter
235	Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :For pipes 350 to 450 mm diameter
236	Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
237	Constructing brick masonry road gully chamber 110x50x77.5 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame and vertical grating complete as per standard design :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
238	Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 455x610 mm and 45 cm deep for single pipe line : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
239	Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
240	Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 600x850 mm and 45 cm deep for pipe line with three or more inlets :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
241	Extra for depth beyond 45 cm of brick masonry chamber :For 455x610 mm size With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
242	Extra for depth beyond 45 cm of brick masonry chamber For: 500x700 mm size With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
243	Extra for depth beyond 45 cm of brick masonry chamber For: For 600x850 mm size With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
244	Constructing soak pit 1.20x1.20x1.20 m filled with brickbats including S.W. drain pipe 100 mm diameter and 1.20 m long complete as per standard design.
245	Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :100 mm dia
246	Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :150 mm dia
247	Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450 mm dia RCC pipes.
248	Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 600 mm dia RCC pipes.
249	Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia RCC pipes.
250	Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 450 mm dia RCC pipes.
251	Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 600 mm dia RCC pipes.
252	Providing and laying Non Pressure NP-4 class (Heavy duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia RCC pipes.
253	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, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed echanically 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-in-charge. Glazing and paneling to be paid for separately) :For fixed portion.Powder coated aluminium (minimum thickness of powder coating 50 micron)
254	For shutters of doors, windows & ventilators includingproviding and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)
255	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 notless than 12.50 kg/sqm)
256	Filling the gap in between aluminium frame and adjacent RCC/Brickwork/ Stone Work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-chargeUpto 5mm depth and 5mm width
257	Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment).
258	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: (a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. (b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
259	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level.All types of soil 350 mm dia
260	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level Rocky strata including Boulders 350 mm dia
261	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. All types of soil 350 mm dia
262	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. Rocky strata including Boulders 350 mm dia
263	Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings& accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia
264	Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia
265	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
266	Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
267	Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads& lifts, all complete as per direction of Engineer -in-charge.
268	Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer- in-charge.
269	Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge.
270	Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. 200 mm nominal size dia having minimum wall thickness 5.40 mm
271	Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed / plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumastic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 100 mm nominal size dia
272	Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed / plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumastic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. 150 mm nominal size dia
273	Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of: 200 mm dia
274	Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.100 mm clamp
275	Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete 200 mm clamp
276	Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia
277	Providing and fixing of Basket Ball Pole : 8\\" round pipe with 3.2 mtr distance from the board. 25mm back board transparent Acrylic with International Standard die made frame coated die made framewith built in brackets for mounting. Dunking Rim with three spring mechanism complete.
278	Providing & fixing Volley Ball net of even thickness, minimum being 15mm and maximum 20mm,The depth of the net should be 2 feet 6 inches, including the Poles with two coats of red oxide primer with two or more coats of enamel paint complete.
279	Providing & fixing Tennis Court polyethelene net of even thickness, minimum being 15mm and maximum 20mm,The depth of the net should be 2 feet 6 inches, including the Poles of Heavy duty pipe of 100 dia with two coats of red oxide primer with two or more coats of enamel paint complete.
280	Providing and fixing 8 feet x 8 feet metal kiosk with canopy on window and completely lockable as approved by architect.
281	Providing and fixing of Sculpture of Size 2100mm X 1200mm X 600mm approx in Al casting as per attached drawing and placing in position without damaging the edges complete as per instruction from consultant and engineer incharge.
282	Mold cushion Flooring PROFLEX 6MM( EPRF + WATER BASE POLYURETHANE )TENNIS COURTSupply and application of Elastic PolyUtherene Rubber of 4 mm (EPRF) Sheets fixed with Hybrid Water Base PU Adhesive on smooth concrete surface for high cushion and intense shock absorbance. On top of EPRF Sheets following layer system are applied. one Hybrid Filament Reinforcement Layer, 4 layers of colored water based Hybrid PU rubber cushion after that 1 layer of anti skid pre top coat and 1 layer of water based Hybrid PU colored top coat. In the end 1 layer of nano clear coating is applied to protect flooring against UV Rays and for good cleanibliy giving a smooth feel to the finish surface Total thickness 6 mm EPRF sheet Reva-R Foam is made up of metallocene POE elastomer blended with EVA and thermoplastic polyurethane, it is the best alternative of EPDM rubber cushion.
283	Mold cushion Flooring PROFLEX 12MM( EPRF + WATER BASE POLYURETHANE )VOLLEY BALL COURTSupply and application of Elastic PolyUtherene Rubber of 10 mm (EPRF) Sheets fixed with Hybrid Water Base PU Adhesive on smooth concrete surface for high cushion and intense shock absorbance. On top of EPRF Sheets following layer system are applied. one Hybrid Filament Reinforcement Layer, 4 layers of colored water based Hybrid PU rubber cushion after that 1 layer of anti skid pre top coat and 1 layer of water based Hybrid PU colored top coat. In the end 1 layer of nano clear coating is applied to protect flooring against UV Rays and for good cleanibliy giving a smooth feel to the finish surface Total thickness 12 mm EPRF sheet Reva-R Foam is made up of metallocene POE elastomer blended with EVA and thermoplastic polyurethane, it is the best alternative of EPDM rubber cushion.
284	Mold cushion Flooring PROFLEX 10MM( EPRF + WATER BASE POLYURETHANE )BASKT BALL COURTSupply and application of Elastic PolyUtherene Rubber of 8 mm (EPRF) Sheets fixed with Hybrid Water Base PU Adhesive on smooth concrete surface for high cushion and intense shock absorbance. On top of EPRF Sheets following layer system are applied. one Hybrid Filament Reinforcement Layer, 4 layers of colored water based Hybrid PU rubber cushion after that 1 layer of anti skid pre top coat and 1 layer of water based Hybrid PU colored top coat. In the end 1 layer of nano clear coating is applied to protect flooring against UV Rays and for good cleanibliy giving a smooth feel to the finish surface Total thickness 10 mm EPRF sheet Reva-R Foam is made up of metallocene POE elastomer blended with EVA and thermoplastic polyurethane, it is the best alternative of EPDM rubber cushion.
285	Providing and laying IAAF Approved Synthetic Athletics Track FULL PUR system minimum 15mm thick IAAF certified system including line marking and attaining class II certification from World Athletic Federation. The World Athletic Federation certificate must mention the thickness of the product which should be minimum 15mm as per the certificate, the product must be free of Volatile Organic compound (report should be attached with the specs). FULL PUR System duly World Athletic Federation certified, spread with SBR (recycled rubber) in first 2 layers and coloured EPDM Granules in final layer must be water impermiable layer consist of bound sub base (closed asphalt), for rubber granules 1-4 mm fixed with a cast coating 5 mm per layer & structured cast coating 3-5 mm SPREAD WITH EPDM 1-4 MM. System should fullfill the following properties - Water impermiable, Pore-filled, self leveling, jointless, granulated surface for anti slip properties can handle constant stresses by spikes, dynamic elasticity, excellent appearance & colours, including markings on the surface all complete as per requirements/ specifications laid down by World Athletic Federation(i) Normal Stress Areas surface with a minimum thickness of 15mm of finished track
286	Providing and laying IAAF Approved Synthetic Athletics Track FULL PUR system minimum 15mm thick IAAF certified system including line marking and attaining class II certification from World Athletic Federation. The World Athletic Federation certificate must mention the thickness of the product which should be minimum 15mm as per the certificate, the product must be free of Volatile Organic compound (report should be attached with the specs). FULL PUR System duly World Athletic Federation certified, spread with SBR (recycled rubber) in first 2 layers and coloured EPDM Granules in final layer must be water impermiable layer consist of bound sub base (closed asphalt), for rubber granules 1-4 mm fixed with a cast coating 5 mm per layer & structured cast coating 3-5 mm SPREAD WITH EPDM 1-4 MM. System should fullfill the following properties - Water impermiable, Pore-filled, self leveling, jointless, granulated surface for anti slip properties can handle constant stresses by spikes, dynamic elasticity, excellent appearance & colours, including markings on the surface all complete as per requirements/ specifications laid down by World Athletic Federation(ii) High Stress Areas with a minimum thickness of 20 mm of finished Track Surface.
287	Providing and laying IAAF Approved Synthetic Athletics Track FULL PUR system minimum 15mm thick IAAF certified system including line marking and attaining class II certification from World Athletic Federation. The World Athletic Federation certificate must mention the thickness of the product which should be minimum 15mm as per the certificate, the product must be free of Volatile Organic compound (report should be attached with the specs). FULL PUR System duly World Athletic Federation certified, spread with SBR (recycled rubber) in first 2 layers and coloured EPDM Granules in final layer must be water impermiable layer consist of bound sub base (closed asphalt), for rubber granules 1-4 mm fixed with a cast coating 5 mm per layer & structured cast coating 3-5 mm SPREAD WITH EPDM 1-4 MM. System should fullfill the following properties - Water impermiable, Pore-filled, self leveling, jointless, granulated surface for anti slip properties can handle constant stresses by spikes, dynamic elasticity, excellent appearance & colours, including markings on the surface all complete as per requirements/ specifications laid down by World Athletic Federation(iii) High Stress Areas with a minimum thickness of 25 mm of finished Track Surface.
288	Construction of Sand filling in jumping pits, including cost and conveyance of all materials and labour charges to the site to fill the sand in pits and complete finished item as per drawing and as directed by Engineer-in-Charge.
289	Construction of Steeplecase pit inside North D portion as per IAAF drawingand as directed by Engineer-in-Charge.
290	Supplying and fixing of sports equipment material for conducting various event as per IAAF approved. Polevault boxes with cover
291	Supplying and fixing of sports equipment material for conducting various event as per IAAF approved.Take off board for long jump and triple jump plus wooden board
292	Supplying and fixing of sports equipment material for conducting various event as per IAAF approved.Short put rings
293	Supplying and fixing of sports equipment material for conducting various event as per IAAF approved.Hammer cum Discuss RING
294	Supplying and fixing of sports equipment material for conducting various event as per IAAF approved.Discuss Ring
295	Supplying and fixing of sports equipment material for conducting various event as per IAAF approved.Aluminum Kerbing
296	Supplying and fixing of sports equipment material for conducting various event as per IAAF approved.Water jump hurdle for steeple chase
297	Supplying and fixing of sports equipment material for conducting various event as per IAAF approved.hammer cage with socket
298	Supplying and fixing of sports equipment material for conducting various event as per IAAF approved.discuss cage with socket
299	MS Frame: Supply, fabrication of MS frame consisting of M.S. pipes, base plates & normal anchors. The frame shall be welded and grinded to smooth finish as per drawing. 1- Painting- The MS frame shall be cleaned of girt/grim and oil/grease deposit. The frame shall be sand papered to remove rust. The frame shall be painted with PU primer to finish. After primer the frame, NC putty shall be applied over the frame and it will be wet sand papered to a smooth glossy finish. The ready surface will be painted 2 coats of PU paint 2 -Fabric: Providing & fixing of Fabric- Fabric Ferrari 902 over frame including wire rope and plates. The fabric will be welded to shape and pattern. The joint shall have weld width of 40mm. The joint will have a homogeneous welded of 40 mm The fabric shall be installed, tensioned using a tensioning device and shall not sag at any point. the fabric will be fixed on the frame with fixing accessories like aluminium section with powder coated top covers, self drilling screws.
300	TR Concrete Bench Supply of concrete bench as per approved design casted in FRP mould for uniform surface straightness and appropriate edge precasted with M25 concrete mix and appropriate reinforcement. The outer surface need to be coated with sealer
301	Supplying & fixing of locable DUO Dustbin, outer cabinet of dustbin will be made 3mm thick FRP material of overall size 406x813x813mm with top openable. The dustbin will be containing 2 nos inner bucket of 60ltr. Capacity each the bucket will be LLDPE material. The outer body will be customized with Noida logo ECO vinyle material only in front side of dustbin. The dustbin will be grouted with H Shape bracket and 150mm long dash fastner at site.
302	Supply and fixing of Glass Fiber Reinforced concrete (GRC) produced in accordance with pre cast institute (USA) manual 128 EDN 4, conforming jaali in approved size pattern design, thickness and colour made by MRK GRC or Equivalent.Providing and fixing pergola column size 2175x325mm dia including loading, unloading cartage all complete as per design approved by consultant & Engineer-in-charge.
303	Supply and fixing of Glass Fiber Reinforced concrete (GRC) produced in accordance with pre cast institute (USA) manual 128 EDN 4, conforming jaali in approved size pattern design, thickness and colour made by MRK GRC or Equivalent.Providing and fixing Large free standing GRC column size 4500x450x450mm including loading, unloading cartage all complete as per design approved by consultant & Engineer-in-charge.
304	Supply and fixing of Glass Fiber Reinforced concrete (GRC) produced in accordance with pre cast institute (USA) manual 128 EDN 4, conforming jaali in approved size pattern design, thickness and colour made by MRK GRC or Equivalent.Providing and fixing GRC Jaali size L 4800mm x W 2300mm x 75mm bordar & 25mm Pattern thickness including loading, unloading cartage all complete as per design approved by consultant & Engineer-in-charge.
305	Providing and Fixing of Multi cell Polycarbonate Panels 12 mm thick with 3 cells - 4 walls structure over MS Supporting structures / MS frame (Paid separately ). Panel Width shall be 600 – 900 mm to ensure best performance for wind uplift. The panels shall be uniform in color with an integral Multi-Cell core. In a cross section, the core shall be constructed of Microcell of max 4.5mm x 4.5 mm and soft light finish DG both side . The appearance should be either rectangular /tight cell like to give highest resistance to impact and hail damage . The weight of the panel only shall not be less than 1550 gram per square meter. panel should have co-extruded UV protection with U value 2.4 W/M2.K and UV transmission less than 0.1% with UV filtration test AS No.1067-1990 . Panel and system should have impact and shock resistance with D1-10j -M 50 ,300 J -M 50 400 J . Polycarbonate panels also shall have Yellowness Index as per ASTM D 1925 and sample exposed to UV for minimum 2000 Hrs . Panel should have fire test – Bs1do .Panels having Vertical Standing Seam 15mm on both sides, snap-on connector to interlock the panels . Panels shall have a grip-lock 2 tooth locking mechanism to ensure maximum uplift capability. Panels shall be fixed on structure with Expansion fastener, with top of U/2 polycarbonate connector to give Impact strength for Skylighyt application . Panels shall be manufactured with approved quality assurance as per ISO 9001 & ISO 14001 and manufactures should have successful project reference having minimum 5000 sq mtr in Indian sub-continent at least for 10 years old. Translucent polycarbonate system Materials and Products shall be manufactured by a company continuously and regularly employed in the manufacture of translucent systems using polycarbonate panel systems for a period of at least twenty (20) years.
306	Supplying and placing ergonomically designed, comfortable & aesthetically appealing Stadium chair.The complete steel structure shall be constructed by welding and provide finishing with epoxy polyester powder coated to thickness 40-60µ.Chair Will be supplied with below specification:# Fix HDPE Plastic shell only.# HDPE Blow Moulded Plastic Chair.# Plastic material will be UV resisted.# Seat numbering is provided for easy tracebility.# Rain water drain hole provided for water drain.# Size available is from 400 mm ctc to 510 mm ctc.# Suitable for INDOOR & OUTDOOR both type.# Can be fitted with Aluminium / Metal stand on floor.# Available in various colours, mininum colour qty for particular one colour should not be less than 500 nos.(Makes: Godrej / Warila/ Haworth/ Steelcase/ Hermanmiller)
307	MAINWATER SUPPLY PUMP: (U.G. to O.H.T.)Supply, delivery at site with necessary Packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Horizontal Centrifugal Split Casting pumps with motor, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification (1W+1S) VFD Based. (Surface mounted) with Pressure Vessel Negative Suction 10 Mtr. Discharge 40 to 50 LPS and head 25 to 30 M
308	IRRIGATION SUPPLY PUMP: (Garden / Green area)Supply, delivery at site with necessary Packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Horizontal Centrifugal Split Casting pumps with motor, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification (1W+1S) VFD Based. (Surface mounted) with Pressure Vessel Negative Suction 10 Mtr. Discharge 80 to 100 LPS and head 60 to 80 M
309	Providing and fixing Stain less steel AISI 304 Strainer Cylindrical type for out let, drain pipes of following sizes including all material labour as per Technical Specifications and as per direction of Engineer. 350 mm dia
310	Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer. 80mm dia
311	Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer. 100mm dia
312	Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer. 150mm dia
313	Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer. 200mm dia
314	Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer. 250mm dia
315	Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer. 300mm dia
316	Providing and fixing in position CI Puddle collar (approx. 1m length) inside the wall including all material labour as per Technical Specifications and as per direction of Engineer. 350mm dia
317	Providing and fixing electronic water level indicator with specified nos of level indications including p/f prons in overhead tank, necessary cabling from level indicating panel to prones in over head tank (upto 5 metre length) in proper manner as per specification and direction of Engineer. 5 level indications and cabling upto length of 5 metre
318	Providing and fixing electronic water level indicator with specified nos of level indications including p/f prons in overhead tank, necessary cabling from level indicating panel to prones in over head tank (upto 5 metre length) in proper manner as per specification and direction of EngineerProviding and fixing extra length of cable in above item
319	Providing and fixing angle iron frame 25 x 25 x 3mm for ventilators fixed with 24 gauge square mesh of 14 gauge stainless steel wire including 10 mm square bars at interval of 100 mm welded to frame with metal beading of 20 x 3mm complete in all respect as per technical specifications and drawings as per technical specification and as per direction of Engineer.
320	Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and as per direction of Engineer. 250 mm
321	Providing, installation, testing and commissioning of glycerin filled Pressure gauge of following ranges with isolation valve and tap off pipe complete in all respect as per technical specification and as per direction of Engineer. 0 to 4.0 kg/cm²
322	Providing, installation, testing and commissioning of glycerin filled Pressure gauge of following ranges with isolation valve and tap off pipe complete in all respect as per technical specification and as per direction of Engineer. 0 to 6.0 kg/cm²
323	Providing, installation, testing and commissioning of glycerin filled Pressure gauge of following ranges with isolation valve and tap off pipe complete in all respect as per technical specification and as per direction of Engineer. 0 to 10.0 kg/cm²
324	Supply, installation and commissioning of Capacitance type Level Indicator-Transmitter suitable for measure liquid level in the sump upto specified depth with microcontroller based system. The 6 digit LCD display Indicator shall be installed on the top of the tank with 24 VDC power supply, rigid/flexible type electrode of SS 316, PTFE sheathed as per technical specification and direction of the Engineer. (i) Depth 0-3 m
325	Supply, installation and commissioning of Capacitance type Level Indicator-Transmitter suitable for measure liquid level in the sump upto specified depth with microcontroller based system. The 6 digit LCD display Indicator shall be installed on the top of the tank with 24 VDC power supply, rigid/flexible type electrode of SS 316, PTFE sheathed as per technical specification and direction of the Engineer. (iii) Depth 0-10 m
326	Supply of Chlorine Safety Equipment set comprising of the items Chlorine leak detector with two sensors, self contained compressed air breathing apparatus, safety shower with eye wash, emergency tonner repair kit, protective clothing such as PVC overall, gloves and rubber boots; complete as per detailed specifications & the directed of the Engineer.
327	Providing, lowering, laying, aligning and fixing of float valve system for the following diameter of C.I.with internal parts of auxiliary valve of copper float ball, gunmetal ball cap, brass lever, brass split pin, gunmetal piston & piston cap, washer of nitrile rubber with gunmetal body including all material, labour, hydraulic testing and commissioning as per technical specification and as per the direction of the Engineer. 100mm dia.
328	Providing, installing, testing and commissioning of vacuum Feed Gas Chlorinator with all accessories and making connection with existing pipeline required including supply & installation of trunnion roller support, auxiliary container valve, flexible copper connector, manifold valve, tonner manifold pipes, chlorine Pressure gauge, Isolation valve, gas filter, pressure reducing valve, chlorine gas pipe with fittings, diffuser, lifting beam, load indicator, 25 NB PP diaphragm Valve on injector inlet & outlet, 32 OD uPVC pipe for chlorine solution, 25 NB GI pipe for pump suction & delivery, 25 NB GM gate valve on pump suction & delivery, 25 NB GM 'Y' type strainer on pump suction, 25 NB GM Check valve on pump delivery, pressure gauge with Isolated valve on pump delivery and chlorine booster pump with motor of required capacity complete in all respect as per specification and the direction of the Engineer. (iii) 3 kg/hr capacity
329	Supply of Chlorine Tonner with rollers complete in all respect as per specifications the direction of the Engineer.
330	Supply and fixing of DI Soft sheated Gate Valveas as per BS: 5163/89 face to face as per IS : 14846 flangers as per IS : 1583/IS:9523 PN1. & 6 with Hand Wheel or cap per specfications including cost of rubber flange gaskit and nut bolts and Tail piescs complete as required for following sizes. Size 100 mm dia
331	Supply and fixing of DI Soft sheated Gate Valveas as per BS: 5163/89 face to face as per IS : 14846 flangers as per IS : 1583/IS:9523 PN1. & 6 with Hand Wheel or cap per specfications including cost of rubber flange gaskit and nut bolts and Tail piescs complete as required for following sizes. Size 150 mm dia
332	Supply and fixing of DI Soft sheated Gate Valveas as per BS: 5163/89 face to face as per IS : 14846 flangers as per IS : 1583/IS:9523 PN1. & 6 with Hand Wheel or cap per specfications including cost of rubber flange gaskit and nut bolts and Tail piescs complete as required for following sizes. Size 200 mm dia
333	Providing, lowering, laying, aligning, fixing in position and jointing in pipe line, dual plate check valves as per API:594 and API:598 of PN 1.0 rating of following dia (excluding jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. 100 mm dia Category \\"A\\"
334	Providing and fixing of Ferro cement steps embedded in walls & 10 Cm projected out complete
335	P&F rigid PVC Pipe (IS:4985 mark) class II/ (6 Kg. /Cm2.) approved quality /make including joining the pipe with solvent . [Including all accessories Like. Tee, Bend, Elbow, Socket, Door Tee, Door Bend, Reducers and Y connectors.] Complete fixing of pipe on wall or Floor as per site requirement. (SEWAGE & TERRACE RAIN WATER) (Note: Haunching and PCC below pipe considered in concreet work BOQ) 63 mm dia
336	P&F rigid PVC Pipe (IS:4985 mark) class II/ (6 Kg. /Cm2.) approved quality /make including joining the pipe with solvent . [Including all accessories Like. Tee, Bend, Elbow, Socket, Door Tee, Door Bend, Reducers and Y connectors.] Complete fixing of pipe on wall or Floor as per site requirement. (SEWAGE & TERRACE RAIN WATER) (Note: Haunching and PCC below pipe considered in concreet work BOQ) 75 mm dia
337	P&F rigid PVC Pipe (IS:4985 mark) class II/ (6 Kg. /Cm2.) approved quality /make including joining the pipe with solvent . [Including all accessories Like. Tee, Bend, Elbow, Socket, Door Tee, Door Bend, Reducers and Y connectors.] Complete fixing of pipe on wall or Floor as per site requirement. (SEWAGE & TERRACE RAIN WATER) (Note: Haunching and PCC below pipe considered in concreet work BOQ) 110 mm dia
338	P&F rigid PVC Pipe (IS:4985 mark) class II/ (6 Kg. /Cm2.) approved quality /make including joining the pipe with solvent . [Including all accessories Like. Tee, Bend, Elbow, Socket, Door Tee, Door Bend, Reducers and Y connectors.] Complete fixing of pipe on wall or Floor as per site requirement. (SEWAGE & TERRACE RAIN WATER) (Note: Haunching and PCC below pipe considered in concreet work BOQ) 160 mm dia
339	P&F rigid PVC Pipe (IS:4985 mark) class II/ (6 Kg. /Cm2.) approved quality /make including joining the pipe with solvent . [Including all accessories Like. Tee, Bend, Elbow, Socket, Door Tee, Door Bend, Reducers and Y connectors.] Complete fixing of pipe on wall or Floor as per site requirement. (SEWAGE & TERRACE RAIN WATER) (Note: Haunching and PCC below pipe considered in concreet work BOQ) 200 mm dia
340	P&F rigid PVC Pipe (IS:4985 mark) class II/ (6 Kg. /Cm2.) approved quality /make including joining the pipe with solvent . [Including all accessories Like. Tee, Bend, Elbow, Socket, Door Tee, Door Bend, Reducers and Y connectors.] Complete fixing of pipe on wall or Floor as per site requirement. (SEWAGE & TERRACE RAIN WATER) (Note: Haunching and PCC below pipe considered in concreet work BOQ) 250 mm dia
341	P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: W.C. connector with lipring. 110mm dia
342	P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: Plain floor trap. 110mm dia
343	P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: Multi floor trap. 110mm dia
344	P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: height Raiser. 110mm dia
345	P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: P- Trap. 110mm dia
346	P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: Q- Trap. 110mm dia
347	P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: S- trap. 110mm dia
348	Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make [Including all accessories Like. Tee, Bend, Elbow, Socket] Complete fixing of pipe on wall or Floor as per site requirement. (External pipes can be consider DWC as per Site incharge Approval) (Note: Haunching and PCC below pipe considered in concreet work BOQ) 75 mm dia
349	Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make [Including all accessories Like. Tee, Bend, Elbow, Socket] Complete fixing of pipe on wall or Floor as per site requirement. (External pipes can be consider DWC as per Site incharge Approval) (Note: Haunching and PCC below pipe considered in concreet work BOQ) 110 mm dia
350	Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make [Including all accessories Like. Tee, Bend, Elbow, Socket] Complete fixing of pipe on wall or Floor as per site requirement. (External pipes can be consider DWC as per Site incharge Approval) (Note: Haunching and PCC below pipe considered in concreet work BOQ) 160mm dia
351	Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make [Including all accessories Like. Tee, Bend, Elbow, Socket] Complete fixing of pipe on wall or Floor as per site requirement. (External pipes can be consider DWC as per Site incharge Approval) (Note: Haunching and PCC below pipe considered in concreet work BOQ) 200mm dia
352	Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make [Including all accessories Like. Tee, Bend, Elbow, Socket] Complete fixing of pipe on wall or Floor as per site requirement. (External pipes can be consider DWC as per Site incharge Approval) (Note: Haunching and PCC below pipe considered in concreet work BOQ) 250mm dia
353	Providing and fixing of following size of PVC Pipe conforming to IS:4985, suitable for the 10.-0 bar working pressures with all fittings of PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. , including earth work in excavation and refilling with the same soil (300mm to 450mm depth ) 75 mm uPVC PIPE 10 kg/cm2
354	Providing and fixing of following size of PVC Pipe conforming to IS:4985, suitable for the 10.-0 bar working pressures with all fittings of PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. , including earth work in excavation and refilling with the same soil (300mm to 450mm depth ) 63 mm uPVC PIPE 10 kg/cm2
355	Providing and fixing of following size of PVC Pipe conforming to IS:4985, suitable for the 10.-0 bar working pressures with all fittings of PN 16 pressure rating and accessories such as couplings, tees, bends, reducers, screwed adapters, flanged tail pieces etc. , including earth work in excavation and refilling with the same soil (300mm to 450mm depth ) 40 mm uPVC PIPE 10 kg/cm2
356	Providing & Fixing of 640 Series Sprinkler with a Stainless Steel - encased nozzle assembly and gear drive design Dimensions Pop -Up height to nozzle 127mm (5\\") Body height : 220mm (8 3/4'') Rubber cover dismeter : 57mm (2 1/4\\") Body diameter : 70mm (2 3/4\\") Specifications Inlet : 1'' female - threaded Radius : 14-20 m(47'-67') Operating pressure range : 2.8 - 6.2 Bar (40-90PSI) Trajectory : 27 Degree Check -O- Matic maintains up to 4.6m (15') elevation change Selection of five nozzle and 12 arcs Adjustment screw allows up to 25% radius reductions Small exposed surface diameter Standard rubber cover Basket filter screen Stainless steel retraction spring
357	Providing & Fixing of 1'' x 12\\" Lay Length size Swing Joint
358	Providing & fixing of Gear Driven Pop up Sprinkler T-5 Series and having 5\\" Pop up height 3/4'' inlet, The combination full- and part-circle sprinklers shall be a gear-driven rotary type and infinitely adjustable between 40 and 360 degrees. The sprinkler shall be capable of covering 7.6-15.2 meter of radius at 1.7-4.8 Bar pressure with a discharge rate of 2.8-36.5 LPM. Water distribution shall be via one nozzle insert from a nozzle tree of eight (8) standard and four (4) low angle nozzles. Radius reduction shall be adjustable up to 25% by means of a stainless steel radius adjustment screw accessible from the top of the nozzle when the sprinkler is properly installed. The body and cap of the sprinkler shall be injection-molded ABS (Acrylonitrile butadiene styrene), a heavy-duty, non-corrosive, impact and UV-resistant plastic material.
359	Providing & Fixing of 3/4'' Pop up Connecting Assembly. The tubing shall be made of polyetylene having wall thickness of 2.5mm ,maximum working pressure of upto 8.3 bar. The fittings shall be made of UV resistant thermo plastic.
360	Providing & Fixing of PP/PVC Saddle tee. The body of saddle is made of Vergin polypropylene in master batch UV stabilized ,reinforcement O- rings, galvanized nut & bolts and parallel female thread (Pressure tight) P.P. Service Saddle 75mmX1''
361	Providing & Fixing of PP/PVC Saddle tee. The body of saddle is made of Vergin polypropylene in master batch UV stabilized ,reinforcement O- rings, galvanized nut & bolts and parallel female thread (Pressure tight) P.P. Service Saddle 63mmX1''
362	Providing & Fixing of PP/PVC Saddle tee. The body of saddle is made of Vergin polypropylene in master batch UV stabilized ,reinforcement O- rings, galvanized nut & bolts and parallel female thread (Pressure tight) P.P. Service Saddle 40mmX1''
363	Providing & fixing of PVC Ball Valve,security pivot to maintain lever in space,double water tight joint,direct injection stem non mechanical ,with a base which permits maximum penetration into the valve. 2'' Size Lateral Line PVC Ball Valve PN16
364	Providing & fixing of 2\\" Size Air Release Valve
365	Providing & fixing of 1\\" Size Brass QCV
366	Providing & fixing of 1\\" Size QCV Key
367	Providing & fixing of 1\\" Size Brass Swivel Elbow
368	P.P. Service Saddle 63mmX1''
369	Valve Box ,6\\" Round, GRN/GRN COVER of high desity polyethylene with heavy duty wall section to provide secure encloser
370	Valve Box ,12\\" Rectangular GRN/GRN COVER of high desity polyethylene with heavy duty wall section to provide secure encloser
371	Providing & fixing Pumping Set suitable to deliver 5.2 LPS at 60 Mtr. Head (1W+1S) with Pressure Guage,Suction & delivery Pipe & fittings, Control Panel having MCB,& Indicating Lamps, Single Phasing preventer tar-delta Starting,NRV,Submersible Cable, water level controller etc.
372	Providing & Fixing of Disc Filter having discarge up to 30 m3/hr with exhaust valve, Inlet/outlet is 3\\"/3\\" working pressure 2 Bar or 29.5 PSI to 10 Bar or 147 PSI,
373	Providing & Fixing of 16 Station Turf Controller, 220 VAC 50Hz. UL, CUL- listed havlng 4 programs with 16 total start times ,Three Scheduling choices Seven- day calendar * 1 to 31 days interval with day exclusion ,station run times in minutes or seconds , programmable well recovery/station delay from 1 to 60 second or 1 to 60 minutes,operate up to three programs simultaneously ,Rain delay from one to 14 days and water budgeting from 0 -200% in 10% increments, Valve test mode for quick system checks
374	Providing & Fixing of In - line Globe /angle Solenoid Valve heavy -duty and stainless - steel constructions ,globe/angle configuration rated at 10 bar (150PSI) with flow from 20 to 568 LPM ( 5 to 150 GPM) filter - controlled water - to resist contamination of solenoid port.Filter serviceable from top of valve,Precise pressure control option with compact pressure regulator - serviceable under pressure - no need to sut down system,Non - rising ,manual flow control handle ;adjustable to zero flow , Manual internal bleed, Positive O- ring seal on inlet plug,Unique 3 -way SS bonnet screws accept Phillips or hex drive tools, Slow closing design reduces water hammer.
375	Providing & Fixing of Rain Sensor
376	#14 AWG / Single Core Double Seathed Direct Burial Soild Copper Conductor Active (Controller to Solenoid Valve ) Control Cable-
377	#16 AWG / Single Core Double Seathed Direct Burial Soild Copper Conductor Active (Controller to Solenoid Valve ) Control Cable-
378	Providing & Fixing of DBR/Y Water Proof Wire Connector The 3M™ Direct Bury Splice Kit DBR/Y is used to electrically connect two or more pre–stripped copper wires and moisture seal the connection for direct burial. The kit includes a 3M™ Performance Plus Wire Connector R/Y+ and a high impact, UV-resistant polypropylene tube prefilled with moisture-resistant grease. Maximum Voltage Rating:600 V Application Temperature:32°F to 120°F (0°C to 49°C) Operating Temperature: -40°F to 221°F (-40°C to 105°C), Tube :Impact and UV Resistant Light Blue Polypropylene.
379	Supplying and stacking of good earth at including royalty and carriage upto 05 km lead complete (earth measured in stacks will be reduced by 20% for payment).
380	Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or / and manure before and after flooding trench with water (excluding cost of imported earth, sludge or manure).
381	Rough dressing the trenched ground including breaking clods.
382	Fine dressing of the ground
383	Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)
384	Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately)Holes 60 cm dia , and 60 cm deep
385	Supplying and stacking at site dump manure from approved source, including carriage upto 5 km lead complete (Manure measured in stacks will be reduced by 8% for payment).
386	Supplying at site fine selection one grass free from weeds freshly lifted from a well maintained lawn. Grass will be supplied in carpets.
387	Grassing with selection No. 1/ Doob grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).With grass Turf
388	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.ORNAMENTAL & FLOWERING TREES / SpecificationsBauhinia blakeana - Specimen Ht 10' Girth 4\\"
389	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.ORNAMENTAL & FLOWERING TREES / SpecificationsBombax Ceiba/Semul- Specimen Ht 12'/Girth 10\\"
390	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.ORNAMENTAL & FLOWERING TREES / SpecificationsCallistemon Vimnalis - Bottle Brush - Speci. Ht 12'Girth 6\\"
391	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.ORNAMENTAL & FLOWERING TREES / SpecificationsCassia Fistula - Amaltas - Specimen Ht 12' Girth 8''
392	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.ORNAMENTAL & FLOWERING TREES / SpecificationsChorisia speciosa - Floss Silk - Specimen Ht 14'+ Girth 10\\"
393	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.ORNAMENTAL & FLOWERING TREES / SpecificationsDelonix regia -Gulmohar - Specimen Ht 12'+ Girth 8\\"
394	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.ORNAMENTAL & FLOWERING TREES / SpecificationsErythrina Stricta/Mandara - Specimen Ht 12'+/Girth 8\\"
395	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.ORNAMENTAL & FLOWERING TREES / SpecificationsJacaranda mimosifolia Specimen Ht 12' Girth 8\\"
396	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.ORNAMENTAL & FLOWERING TREES / SpecificationsLagerstromia Speciosa Ht 10'/ girth 4\\"
397	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.ORNAMENTAL & FLOWERING TREES / SpecificationsMimusops Elengi/Bakula - Specimen 12'+ Girth 6\\"
398	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.ORNAMENTAL & FLOWERING TREES / SpecificationsNyctanthes Arbor-Tristis/Parijata Specimen Ht 10'+ Girth 6\\"
399	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.ORNAMENTAL & FLOWERING TREES / SpecificationsPlumeria alba/ obtusa - Specimen Ht 10'+ Girth 10\\"
400	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.ORNAMENTAL & FLOWERING TREES / SpecificationsPlumeria rubra Hanging Flower - Speci. Ht 8'+ Girth 8\\"
401	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.ORNAMENTAL & FLOWERING TREES / SpecificationsPolylathis Longifolia/Ashok - Specimen Ht 12'+/ Girth 6\\"
402	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.ORNAMENTAL & FLOWERING TREES / SpecificationsBombax ellipticum 'Album' - Specimen Ht 7' Girth 12\\"
403	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.ORNAMENTAL & FLOWERING TREES / SpecificationsTabebuia argentea - Yellow- Specimen Ht 12' + Girth 10\\"
404	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.ORNAMENTAL & FLOWERING TREES / SpecificationsTabebuia Palmeri - Specimen Ht 12'+ Girth 6\\"
405	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.ORNAMENTAL & FLOWERING TREES / SpecificationsTerminalia Mantaly Green - Specimen Ht 12'+ Girth 8\\"
406	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.Topiary Multi & Single Stem Balls & Coniferous TreesFicus Retusa Multi Stem - Specimen Ht 7' to 8'- 5/6 Balls
407	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.Palms & Bamboo Bismarckia Palm 115 to 180 cm ht. plant, well developed 12 and above good color fresh and healthy leaves in 40 cm Cement Pot
408	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.Palms & Bamboo Wodetia Bifurcata - Specimen Stem HT 10'/ Girth 18\\"
409	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.Palms & Bamboo Bambusa Vulgaris - Specimen Ht 14'/Suckers 3-4
410	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.Palms & Bamboo Phyllostachys Nigra - Specimen Ht 12' / Suckers 4-5
411	Supplying best quality container - growth healthy tress of species as specified inclusive of maintenance as specified for period after planting.Palms & Bamboo Bamboo Buddha Valley with fresh & healthy 5 to 6 suckers 1.80 m to 2.10m ht umbrella type plant well developed in 50 cm Cement Pot
412	Supply best quality pot- grown Shrubs in poly bags of species specifed , inclusive of prepration and cultivation of shrubs beds and hedges as specified . All plantes to be approved before planting , inclusive of maintenance as specified for one year after planting Ornamental Shrubs Providing and stacking of Cestrum nocturnum (Raat ki Rani) of height 60-75 cm. with 4-5 branches in bag of size 25 cm as per direction of the officer-in-charge
413	Supply best quality pot- grown Shrubs in poly bags of species specifed , inclusive of prepration and cultivation of shrubs beds and hedges as specified . All plantes to be approved before planting , inclusive of maintenance as specified for one year after planting Ornamental ShrubsHibiscus rosasinensis of height 90-105 cm., bushy in big size HDPE bag
414	Supply best quality pot- grown Shrubs in poly bags of species specifed , inclusive of prepration and cultivation of shrubs beds and hedges as specified . All plantes to be approved before planting , inclusive of maintenance as specified for one year after planting Ornamental ShrubsLantana Camara Depressa 30 to 60 cm
415	Providing and stacking of Tabernaemontana coronaria (Chandni single) veriegated of height 105-120 cm., multibranched, bushy in big size HDPE bag as per direction of the officer-in-charge.
416	Providing and stacking of Tecoma gaudichaudi of height 90-105 cm.,bushy in big size HDPE bag as per direction of the officer-in-charge
417	Supply best quality pot- grown Climber in poly begs of species specifed , inclusive of prepration and cultivation of Clmber beds as specified . All plantes to be approved before planting , inclusive of maintenance as specified for one year after planting Climbers Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Varigata, Glabra Formosa, Peruviana Odissi, Partha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) plant of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pot/Plastic pot
418	Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh & healthy bushy plant in full bloom 75 to 90 cm ht. plant in 40 cm Cement Pot.
419	Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh & healthy bushy plant in full bloom 75 to 90 cm ht. plant in 40 cm Cement Pot.Jacquemontia violacea 30 Cm Ht - 90 cm
420	Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh & healthy bushy plant in full bloom 75 to 90 cm ht. plant in 40 cm Cement Pot.Pseudocalymma Alliaceum 30 Cm Ht - 90 cm
421	Bougainvillea named variety, Sobhra, Thima, Marry palmar, Cherry Blossom etc. well developed with fresh & healthy bushy plant in full bloom 75 to 90 cm ht. plant in 40 cm Cement Pot.Thunbergia Laurifolia 30 Cm Ht - 90 cm
422	Supply best quality pot- grown Ground cover Plants of species specifed , inclusive of prepration and cultivation of Ground cover beds as specified . All plantes to be approved before planting , inclusive of maintenance as specified for one year after planting House Plants, Hegdes & Ground Cover 30 CM HTProviding and stacking of Asparagus marrie, well developed 15 to 20 leaves, full of branches and foliage in 25 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.DSR 2018 page no-153 item no-6.3
423	Supply best quality pot- grown Ground cover Plants of species specifed , inclusive of prepration and cultivation of Ground cover beds as specified . All plantes to be approved before planting , inclusive of maintenance as specified for one year after planting House Plants, Hegdes & Ground Cover 30 CM HTProviding and stacking of Alternanthera species of height 15 cm to 20 cm, full of branches and foliage in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.
424	Supply best quality pot- grown Ground cover Plants of species specifed , inclusive of prepration and cultivation of Ground cover beds as specified . All plantes to be approved before planting , inclusive of maintenance as specified for one year after planting House Plants, Hegdes & Ground Cover 30 CM HTWadelia trilobata,full of leaves in 15 cm size of Earthen Pot / Plastic Pot.
425	Providing and stacking of Ficus panda of height 45-60 cm. with 6-7 branches and healthy foliage in p.bag of size 25 cm as per direction of the officer-in-charge.DSR-2018 page No-175. item no-8.26
426	Providing and stacking of Ficus long Island of height 15 cm to 20 cm, full of branches and foliage in 20 cm size of Earthen Pot / Plastic Pot & as per direction of the officer-in-charge.
427	Providing and stacking of Clerodendrum inerme having ht. 25 cm to 30 cm multi branched in 20 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.
428	Providing and stacking of Clerodendrum inerme having ht. 25 cm to 30 cm multi branched in 20 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge Raven Grass - Green/Variegata & Or Verbena mix colur PP
429	Providing and stacking of Clerodendrum inerme having ht. 25 cm to 30 cm multi branched in 20 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge Succluents, Bulbs & Rizome Agave Mix Varieties 30 CM Ht
430	Alpinia Variegated (three in one) having ht. 30 cm and above, with fresh and healthy variegated foliage in 25 cm size of Earthen Pot / Plastic Pot
431	Furcaria Variegated hybrid well developed with fresh & healthy foliage 20 and above attractive leaves in 35 cm Cement Pot
432	Furcaria Variegated hybrid well developed with fresh & healthy foliage 20 and above attractive leaves in 35 cm Cement Pot Daylilies Mix Color
433	Furcaria Variegated hybrid well developed with fresh & healthy foliage 20 and above attractive leaves in 35 cm Cement Pot Iris Mix Color
434	Furcaria Variegated hybrid well developed with fresh & healthy foliage 20 and above attractive leaves in 35 cm Cement Pot Zeppranthus 4 Color
435	Furcaria Variegated hybrid well developed with fresh & healthy foliage 20 and above attractive leaves in 35 cm Cement Pot Reeds & Grasses Pennisetum Foxtrot - Fountain Grass
436	Furcaria Variegated hybrid well developed with fresh & healthy foliage 20 and above attractive leaves in 35 cm Cement Pot Reeds & Grasses Pennisetum Setaceum - Red Switch Grass
437	Providing and stacking of summer & rainy seasonal seedling at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge.Balsam seedling
438	Providing and stacking of summer & rainy seasonal seedling at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge.Celosia argentea & Celosia crostata Hybrid
439	Providing and stacking of summer & rainy seasonal seedling at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge.Cosmos hybrid
440	Providing and stacking of summer & rainy seasonal seedling at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge.Gaillardia Double
441	Providing and stacking of summer & rainy seasonal seedling at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge.Gomphrena
442	Providing and stacking of summer & rainy seasonal seedling at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge.Kochia
443	Providing and stacking of summer & rainy seasonal seedling at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge.Portulaca hybrid
444	Providing and stacking of summer & rainy seasonal seedling at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge.Sunflower Dwarf
445	Providing and stacking of summer & rainy seasonal seedling at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge.Vinca Hybrid
446	Providing and stacking of summer & rainy seasonal seedling at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge.Zinnia hybrid
447	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Alyssum
448	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Antirrhinum dwarf
449	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Aster dwarf
450	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Brachycome
451	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Calendula double
452	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Carnation hybrid
453	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Chrysanthemum double
454	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Cineraria
455	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Cineraria dwarf hybrid
456	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Clarkia hybrid
457	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Cosmos hybrid
458	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Dahlia double
459	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Daisy hybrid
460	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Dianthus hybrid
461	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Gazania hybrid
462	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Gerbera hybrid double
463	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Lupine hybrid
464	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Marigold French Hybrid dwarf
465	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Marigold Inca hybrid
466	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Nasturtium
467	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Nemesia hybrid
468	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Pansy Hybrid
469	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Petunia hybrid
470	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Phlox mix colour hybrid
471	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Poppy double
472	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Salvia
473	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Stock double
474	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Verbena hybrid
475	Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & wate Trees Plant
476	Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & wate Shrubs Plant
477	Plantation of Trees, Shrubs, and Hedge at site i/c watering and removal of unserveiceable material’s as per direction of officer in charge (excluding cast of plant & wate Hedge Plant / Ground cover
478	Complete maintenance of the entire garden features having as per yard stick in the garden area i.e. lawn trees, shrubs, herbs, edge, flower beds, foliages, creepers etc. including hoeing, weeding, pruning, replacement of plants, gap filling, mowing of lawn, grass cutting by lawn mover and brush cutter, removal of garden waste, applying insecticide, pesticide & fertilizers (whenever required) top dressing of lawn with good earth and manure and maintenance of other garden related works as directed by office-in-charge (Cost of Good Earth, Manure, Fertilizer, Insecticide, Pesticide will be provided by the Department & Cost /Supply lawn mover and brush cutter with fuel and other T & P material/articles shall be provided by the contractor.) and as per direction of officer in charge.For 12 Months ( AREA 64293 SQM x 12 Months )
479	Providing profuse watering arrangements at site to Make available RH pipe/Canvas Pipe & T&P Repairing of Submersible Pumps, DG. Set etc. in the process of watering as per direction of the in charge of work.Avarage 03 Nos Irrigation per month/acre total irrigation=36 Nos
480	Cutting of Hedge/Edge including removing of cut material, cleaning, hoeing of hedge/edge bed watering, manureing and applying insecticides and fungicides etc.(excluding the cost of material which shall be supplied by Per Sqm the department) and as per direction of officer in charge.
481	\\"Cleaning and Sweeping of Lawn / Garden area /Toilet area and keep it neat and clean by mechanized method / manually, remove litter,debries, picking of leaves, papers, plastic bottles etc. including disposal of collected waste in dustbin / designated place, as per direction of officer -in- charge (All T & P, materials / articles shall be provided by the contractor.)For 12 months ( 64293sqm/2*12month)
482	Tractor with trolley including P.O.L. & Driver
483	Providing and stacking of summer & rainy seasonal seedling at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge.Balsam seedling
484	Providing and stacking of summer & rainy seasonal seedling at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge.Celosia argentea & Celosia crostata Hybrid
485	Providing and stacking of summer & rainy seasonal seedling at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge.Cosmos hybrid
486	Providing and stacking of summer & rainy seasonal seedling at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge.Gaillardia Double
487	Providing and stacking of summer & rainy seasonal seedling at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge.Gomphrena
488	Providing and stacking of summer & rainy seasonal seedling at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge.Kochia
489	Providing and stacking of summer & rainy seasonal seedling at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge.Portulaca hybrid
490	Providing and stacking of summer & rainy seasonal seedling at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge.Sunflower Dwarf
491	Providing and stacking of summer & rainy seasonal seedling at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge.Vinca Hybrid
492	Providing and stacking of summer & rainy seasonal seedling at site of work well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer-in-charge.Zinnia hybrid
493	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Alyssum
494	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Antirrhinum dwarf
495	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Aster dwarf
496	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Brachycome
497	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Calendula double
498	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Carnation hybrid
499	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Chrysanthemum double
500	Providing and stacking of winter seasonal seedling/cutting at well developed and healthy free from disease in per tray and each tray having 100 Nos plants as per direction of the officer - in - charge. Cineraria

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Tender For Construction Of Sports Complex (First Phase) In Sector-123, Noida., Ghaziabad-Uttar Pradesh

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