Tender For Provision Of Ngos Transit Facility (Ngo Tf) At Varuna Complex, Npol, Kochi, Ernakulam-Kerala

TDR : 56159567

Tender Notice
BOQ

16 Days Left

Ernakulam , Kerala

Tender Brief : Tender For Provision Of Ngos Transit Facility (Ngo Tf) At Varuna Complex, Npol, Kochi

Document Fees
Refer document

EMD
₹ 734400.0 /-

Tender Value
₹ 3.67 Crore /-

Submission Date
15-07-2026

Competition Type
Indian

Bidding Type
Tender

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1	SUBHEAD - I : SITE CLEARANCE
2	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 m.
3	SUBHEAD - II : EARTHWORK
4	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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
5	All kinds of soil.
6	Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.
7	Ordinary rock
8	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 for all lift.
9	Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift.
10	Supplying chemical emulsion in sealed containers including delivery as specified.
11	Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
12	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
13	Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete:
14	With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration
15	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:
16	With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
17	SUBHEAD - III : CONCRETE WORK
18	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
19	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)
20	Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing:
21	1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
22	Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources).
23	Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification.
24	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 a piece of cloth lightly soaked in kerosene oil.
25	Making plinth protection 50mm thick of 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) 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.
26	Providing and laying cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded brick aggregate 40mm nominal size) in depressed portion of toilets, kitchen and balconies etc.
27	SUBHEAD - IV : REINFORCED CEMENT CONCRETE WORK
28	Centering and shuttering including strutting, propping etc. and removal of form for
29	Foundations, footings, bases of columns, etc. for mass concrete
30	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
31	Suspended floors, roofs, landings, balconies and access platform
32	Lintels, beams, plinth beams, girders, bressumers and cantilevers
33	Columns, Pillars, Piers, Abutments, Posts and Struts
34	Stairs, (excluding landings) except spiral-staircases
35	Extra for shuttering in circular work - Columns
36	Weather shade, Chajjas, corbels etc., including edges
37	Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).
38	Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
39	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level & above plinth level
40	Thermo-Mechanically Treated bars of grade Fe-550D
41	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.
42	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.
43	All works upto plinth level
44	Concrete of M25 grade with minimum cement content of 330 kg /cum
45	All works above plinth level upto floor V level
46	Concrete of M25 grade with minimum cement content of 330 kg /cum
47	Add for using extra cement in the items of design mix over and above the specified cement content therein.
48	Add for plaster drip course/ groove in plastered surface or moulding toR.C.C. projections
49	SUBHEAD - V : MASONRY WORK
50	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
51	Cement mortar 1:6 (1 cement : 6 Coarse sand)
52	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level upto floor five level in all shapes and sizes in :
53	Cement mortar 1:6 (1 cement : 6 Coarse sand)
54	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.
55	Cement mortar 1:4 (1 cement :4 Coarse sand)
56	Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
57	Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry with 150mm to 300 mm thick with Grade-I AAC blocks of density 551 to 650 kg/ cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer--in-Charge. (The payment of RCC band and reinforcement shall be made for separately).
58	Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry 100 mm/ 125 mm thick with Grade-I AAC blocks of density 551 to 650 kg/ cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.
59	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).
60	SUBHEAD - VI : STONE WORK
61	Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :
62	Cement mortar 1:6 (1 cement : 6 coarse sand)
63	Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
64	SUBHEAD - VII : JOINERY
65	Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid door/window/Clerestory windows & other Frames/Chowkhat comprising of virgin PVC polymer of K value 58- 60 (Suspension Grade), calcium carbonate and natural fibers (wood powder/ rice husk/wheat husk) and non toxic additives (maximum toxicity index of 12 for 100 gms) fabricated with miter joints after applying PVC solvent cement and screwed with full body threaded star headed SS screws having minimum frame density of 750 kg/cum, screw withdrawal strength of 2200 N (Face) & 1100 N (Edge), minimum compressive strength of 58 N/mm2, modulus of elasticity 900 N/mm2 and resistance to spread of flame of Class A category with property of being termite/borer proof, water/moisture proof and fire retardant and fixed in position with M.S hold fast/lugs/SS dash fasteners of required dia and length complete as per direction of Engineer-In- Charge. (M.S hold fast/lugs or SS dash fasteners shall be paid for separately).
66	Note: For WPC solid door/window frames, minus 5mm tolerance indimensions i.e depth and width of profile shall be acceptable. Variationin profile dimensions on plus side shall be acceptable but no extrapayment on this account shall be made.
67	a) Frame size 50 x 100 mm
68	b) Frame size 65 x 150 mm
69	Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.
70	35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
71	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:
72	35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
73	Providing and fixing 30 mm thick Fiber glass Reinforced Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-in-charge.
74	Extra for Providing and fixing flush doors with decorative veneering instead of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I)
75	On one side only
76	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).
77	Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost of glass excluded) (overall area of door shutter to be measured):
78	Rectangular or square
79	Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with :
80	4.0 mm thick glass panes
81	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
82	Fixed to steel windows by welding
83	Providing 40x5 mm flat iron hold fast 400mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150mm 1:3:6 mix (1 cement : 3 Coarse sand : 6 graded stone aggregate 20mm nominal size).
84	Providing and fixing IS : 12817 marked stainless steel butt hinges(heavy weight) with stainless steel screws etc complete.
85	100x60x2.50mm
86	Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.
87	Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete: 250x16mm
88	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: 200x10mm
89	Providing and fixing 125mm 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.
90	Providing and fixing aluminium die cast body tubular type universalhydraulic 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.
91	Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge.
92	With stainless steel cover plate minimum 1.25 mm thickness
93	Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
94	A Providing and fixing factory made uPVC glazed/wiremesh windows/doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced withgalvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inlines as hadaptor(where ever required) of appropriate dimension, EPDM gasket, hardware,SS304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleevefor fixing frame to finished wall as perIS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners,including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weatherproo fsilicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paidseparately. Note:-Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for: (i) Sites with basic wind speed>45m/sec as per IS875–Part3 (ii) Sites with structure height more than 20m for all wind speeds
95	Three trach three panel sliding window with two glazed and one wire mesh panels using R3 series with frame and glazed and fly proof sash with zinc alloy powder coated handle on every glazed panel along with multi point locking system
96	Providing and fixing factory made uPVC white colour fixed glazed ventilators comprising of uPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length (shape & size according to uPVC profile), , uPVC extruded glazing beads ofappropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware's and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. Using R1 series with frame ( Height upto 0.9m)
97	SUBHEAD - VIII : FLOORING
98	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.
99	40 mm thick with 20 mm nominal size stone aggregate
100	Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.
101	18 mm thick
102	Providing and fixing glass strips in joints of terrazo/ cement concretefloors.
103	40 mm wide and 4 mm thick
104	Kota stone / P white 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) :
105	25 mm thick
106	Kota stone / P white 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.
107	Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab
108	Extra for Kota stone/ sand stone in treads of steps and risers using single length above normal size up to 2.00 metre.
109	Providing and laying flamed finish 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 :
110	Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
111	Providing and laying Polished Granite Stone work for skirting, risers of steps over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 Coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.
112	Providing grooves in treads of granite steps, 3 Nos. In each tread of width 6mm and depth 6-8mm (Effective area of Tread shall be measured for payment)
113	Providing and fixing 18 to 20mm thick Polished Granite cladding with edge chamfering whereever required of approved shade stones of required size, backing with a grout of Latricrete or approved equivalent of 12mm or required thickness with an admixture of pigment matching the stone shade complete for all heights and lifts as per drawing and directions of Engineer-in-charge.
114	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 :
115	Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent.
116	Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete.
117	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.
118	Size of Tile 1000 x 1000 mm
119	Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm 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. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.
120	Glazed Vitrified tiles Matt/Antiskid finish of size :Size of Tile 1200 x 1200 mm
121	Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels.
122	Granite stone slab of colour black, Cherry/Ruby red
123	Area of slab over 0.50 sqm
124	Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
125	Granite work
126	Extra for fixing marble /granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete
127	Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.
128	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 Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
129	SUBHEAD - IX : ROOFING
130	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
131	110 mm diameter
132	160mm diameter
133	Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 Sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge.
134	Grading roof for water proofing treatment with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).
135	Supplying and fixing 10 Gauge weld mesh of size 100mm x100mm for floor/roof slab concrete screed over the micro beams as reinforcement. The weld mesh shall be fixed as per drawing.
136	Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately).
137	Providing and laying water proofing treatment to vertical and horizontal surfaces of depressed portions of W.C., kitchen and the like consisting of:
138	(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound conforming to IS 2645 in recommended proportions including rounding off junction of vertical and horizontal surface.
139	(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water proofing compound in recommended proportion including rounding off junction of vertical and horizontal surface.
140	(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of area.
141	(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should be 100 mm wide and pasted to each other with bitumen @ 1.7 kg/sqm).
142	Providing and applying of swellable type water stop tape, 19mm x 25mm thick in linear meter (expansive nature) for construction joints treatment of RCC structure such as raft slab, retaining walls, water storage tank and at the junctions of raft slab with the retaining walls etc.. After cleaning the surface, one coat of required primer for swellable water stop tape shall be applied throughout the length of the joint @3.78 litre per 240 running meter. Over the primed surface swellable type water stop tape shall be placed. The work shall be carried out all complete as per specification and the direction of the Engineer-In-Charge. The product performance shall carry guarantee for 10 years against any leakage.
143	Providing and fixing GI pipes (Class B) including fittings i.e. elbow, socket, tee etc and MS clamps and including painting with anticorrosive bitumastic paint, cutting chases (if required) and making good the wall etc all complete as directed - 100mm diameter
144	Providing and fixing 50mm dia GI spout set in cement mortar 1:3 (1 cement : 3 coarse sand ) complete.
145	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
146	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 20 cm x 20 cm and weighing not less than 995 grams.
147	Providing and fixing false ceiling at all heights including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs
148	at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :
149	12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) :2011 (Board with BIS certification marks)
150	SUBHEAD - X : FINISHING WORKS
151	Providing and applying 6 mm cement plaster of mix
152	1:3 (1 cement : 3 fine sand)
153	Providing and applying 12 mm cement plaster of mix :
154	1:6 (1 cement: 6 fine sand)
155	Providing and applying 15 mm cement plaster on the rough side of single or half brick wall of mix:
156	1:6 (1 cement: 6 fine sand)
157	Providing and applying 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.
158	Above plinth level up to 10 mtr
159	From 10.0 mtr upto 13.0 mtr.
160	Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers
161	Providing and applying 20mm thick plastering in Sunken slabs / Terrace tank and similar locations with cement mortar 1:3 (1 cement: 3 coarse sand) with water proofing compound mixed as per manufacturer instruction, a floating coat of neat cement including benching, haunching, providing over flow pipes and proper slopes, all as directed by Engineer-in-charge. (including cost of water proofing compound)
162	Pointing on stone work with cement mortar 1:3 (1 cement : 3 finesand) :
163	Flush/ Ruled pointing
164	White washing with lime to give an even shade :
165	New work (three or more coats)
166	Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram / litre of approved manufacturer and of required shade and colour all complete to achieve even shade and colour.
167	New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
168	Finishing walls with water proofing cement paint of required shade :
169	New work (Two or more coats applied @ 3.84 kg/10 sqm)
170	Finishing walls with textured exterior paint of required shade :
171	New work (Two or more coats applied @ 3.28 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
172	Finishing walls with Acrylic Smooth exterior paint of required shade :
173	New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.9 litre/10 sqm)
174	Providing and applying white cement based putty of average thickness 2 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
175	Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.
176	Two coats
177	Providing and fixing customized multicolour wall paper coverings in approved design , made of 100% vinyl material and embossed to give luxurious textural effect.
178	Providing and fixing Arpitha hexagonal wire mesh at the junction of dissimilar surfaces of masonry wall and RCC column or beams and the like (and chasing works) including necessary nails for fixing etc, complete all as per specification and direction of Engineer - in - charge for all floors at all heights.
179	Applying priming coat
180	With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
181	With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
182	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
183	Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
184	French Spirit Polishing : Two or more coats on new works including a coat of wood filler.
185	SUBHEAD - XI : ALUMINIUM WORKS
186	Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture , including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately).
187	SUBHEAD - XII : SANITARY INSTALLATIONS
188	Providing and fixing white vitreous china Wall Hung type water closet (European type W.C. pan) with low level quite, Close Hydraulic sleak seat and lid and concealed flushing cister, including flush pipe with manually controlled device, (and handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: W.C. pan of size 37x360x55.5 cm (HxWxD) with white 27.5 kg approx including quiet, close hydraulic sleak seat with lid & concealed flushing cistern.
189	Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement 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 : W.C. pan with ISI marked white solid plastic seat and lid.
190	Providing & fixing white colour table Top wash basin of size 630x395x115 mm with all complete in all respect as per direction of Engineer-in-charge.
191	Providing and fixing white vitreous china flat back electrical operated SENSOR URINAL of size 460x300x710 mm with all necessary fitings, all complete as required by direction of Engineer-in-charge.
192	Providing and fixing CP Brass 32 mm size Bottle Trap of approved quality & make & as per the direction of Engineer-in-charge.
193	Providing and fixing 600mmx450mmx5mm thk beveled edge mirror of superior glass (of approved quality) fixed with teak wood beading size 50 x 20mm with French Spirit polish, 6 mm thick water proof ply wood on back of the mirror complete with two or more coats of black bitumeneous paint at the back of ply.
194	Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms
195	Providing and fixing CP towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour.600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190gms.
196	Providing & fixing C.P. brass toilet paper holder with concealed fitting arrangement of approved qualirt colour & make.
197	Providing & fixing Health Faucet with flexible pipe & wall hook with each European W.C. Pan.
198	Providing & fixing approved type SS Double coat hooks with concealed type screws.
199	Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standard & weighing not less than 690 gms. 15 mm nominal bore.
200	Providing & fixing C P Soap Dispenser with all complete in all respect as per direction of Engineer-in-charge.
201	Providing & fixing C.P. brass stop cock(concealed) of standard design & of approved make conforming to IS:8931. 15mm nominal bore.
202	Providing & fixing CP Double Lever Basin Mixer with all complete in all respect as per Direction of Engineer-in-charge.
203	Supplying & fixing in position PVC nahani trap with CP grating connection with PVC waste pioe including 150 mm thick CC 1:2:4 for embedding the trap, plastering, curing, etc. complete all as specified & directed.
204	Supplying, laying , jointing, testing & commissioning uPVC soil pipes including specials of best quality and approved make fixed to wall / floor including chasing, cutting, making hole in walls / floors, cutting the pipes to required size of length, jointing the pipe and specials with adhesive including testing etc. complete all as specified and directed (specials at junctions must have access doors wherever required).
205	80 mm dia
206	110 mm dia
207	Providing & fixing PVC clean out plug with all necessary joint as per direction of Engineer-in-charge.
208	80 mm dia
209	110 mm dia
210	Providing & fixing P trap with jali as per direction of Engineer-in-charge. (a) 100 x 100 mm dia
211	SUBHEAD - XIII : INTERNAL WATER SUPPLY
212	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, and 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
213	a). 20 mm nominal dia Pipes
214	b). 25 mm nominal dia Pipes
215	c). 32 mm nominal dia Pipes
216	d). 40 mm nominal dia Pipes
217	e). 50 mm nominal dia Pipes
218	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, and 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.
219	a). 20 mm nominal dia Pipes
220	b). 25 mm nominal dia Pipes
221	c). 32 mm nominal dia Pipes
222	20 mm dia nominal bore
223	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
224	a) 25 mm nominal bore
225	b) 32 mm nominal bore
226	c) 40 mm nominal bore
227	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
228	25 mm nominal bore
229	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.
230	SUBHEAD - XIV : WATER COOLER
231	Supply, installation, testing and commissioning of heavy-duty stainless steel water cooler having minimum 60 litres per hour cooling capacity and 120 litres storage capacity, complete with inbuilt RO purification system, UV purification, storage tank, voltage stabilizer, all accessories and commissioning as required
232	SUBHEAD - XV : INTERNAL ELECTRICAL
233	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.
234	Group -C
235	Wiring for group controlled (looped) light point/fan point/exhaust fan point/ call bell point ( without independent switch etc.) with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, and earthing the point with 1.5 sq. mm FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.
236	Group -C
237	Wiring for twin control light point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2way modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS/HFFR PVC insulated copper conductor singlecore cable etc. as required.
238	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess , including providing and fixing 3pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc as required.
239	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providng and fixing 2 nos. 3 pin 5/6 A modular socket outlet and 2 nos. 5/6 A modular switch, connections etc. as required. (For light plugs to be used in non residential buildings).
240	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.
241	Supplying & fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 25 A modular socket outlet and 25 A modular Switch including connections, painting etc. as required.( For AC and Geyser )
242	Supplying and fixing call bell/buzzer suitable for single phase, 230volts, complete as required.
243	Power Wiring
244	Wiring for circuit/ submain wiring along with earth wire with the following sizes of FRLS/HFFR PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.
245	2x2.5sq.mm+1x2.5sq.mm earth wire
246	2x4 sq.mm+1x4sq.mm earth wire
247	2x6sq.mm+1x6sq.mm earth wire
248	4x6sq.mm+2x6sq.mm earth wire
249	4x10sq.mm+2x6sq.mm earth wire
250	Light/Fan Fixtures
251	Supplying, Installation, Testing & Commissioning of LED Recessed/ surface Down lighter (Round/ square/ Rectangular) SMD type of following body material with PMMA and prismatic diffuser and construction as per IS : 10322 with driver as per the requirement with Driver efficiency >85%, Operating voltage AC 140-270 Volt, frequency 50/60 hz, Operating temp range -50C to 400C, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD < 10% , P. F.≥0.95, IP20, CRI >80, UGR (Unified Glare Rating) < 19, Flicker free (flicker should be below 5%), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K /4000°K / 5700°K / 6500°K (As per ANSI Bin), SDCM (Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be confirming to relevant BIS standards. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing Complete in all respect i/c external connectionswith 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 and <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall besubmitted. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C) Powder coated die cast /Extruded aluminium Body including trim.
252	10 watt
253	18 watt
254	30watt
255	LED Batten light (System lumen efficacy ≥105 <120 lm/Watt).Supplying, Installation, Testing & Commissioning of LED surface mounted Batten light of following body material and construction as per IS : 10322 with driver (Replaceable) as per the requirement with Driver efficiency >85%, Operating voltage AC 140- 270 Volt, frequency 50/60 hz, Operating temp range -5 °C to 40 °C, internal surge protection of 2.5 KV with Short & Open circuit protection, THD < 10%, P. F.≥0.95, IP20, CRI >80, Flicker free, (flicker should be below 5 %), life time (LED, Driver & electrical circuitry), of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6500°K(As per ANSI Bin), SDCM(Standard Deviation Colour Matching) <3, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard. Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. completein all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥105 <120 lm/Watt output . LM79 & LM80 Test report and all testing required for LEDfixtures as per BIS shall be submitted. Shape size and CCT shall be as approved by Engineer-in- Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C). Powder coated die cast /Extruded aluminium Body (Thickness > 1.20 mm)
256	Supply, installation, testing and commissioning of LED Bulkhead Luminaries, made of high pressure die-cast Aluminium body with polycarbonate diffuser. Luminaries should be with minimum system efficacy of 100Lumen/Watt and minimum system lumen output of 1000 maintained at 70% at the end of 50,000 burning hours. The luminaries should have CRI>80 and CCT of 6500K. Luminaries shall meet IP66 and IK09 protection with THD less than 20% and power factor > 0.90 . Luminaire should operate in a voltage range of 140 to 270 volts AC.
257	Supply installation, testing and commissioning of LED decorative wall bracket type luminaire with machine pressed clear glass & metal with IP 20 protection . Lumianire should have G9 lamp base & wattage of LED lamp should not exceed 18W. Dimmension of the luminaire should have 90x80x150 mm.
258	Supply, Installation, Testing and Commissioning of ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. metal(Aluminium alloy) blades, 30 cm long down rod, 2 nos. canopies,shackle kit, safety rope, copper winding, steel/Al body. Power Factor not less than 0.9, Service Value (CM/M/W) minimum as below, 350 RPM (tolerance as per IS : 374-2019), THD (Total Harmonic Distortion)less than 10%, remote (preferably mobile app based) for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 0C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC supply Ceiling Fan compliant to IS 374:2019 fan i/c external connections with 1.5 sq.mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required.
259	1200mm, service value ≥ 6.0 CM/Min/Watt, air delivery 210 CM/Min (Minimum)
260	Exhaust FansSupply, Installation & Testing of following 900 RPM exhaust fan suitable for single phase,240V, AC supply complete with motor , Ms louvers mounting brackets, all accessories etc complete.
261	380mm Sweep
262	Supply,Installation & Testing of following PVC Body with Louvers exhaust fan suitable for single phase, 240V , AC supply complete with motor all accessories etc complete.
263	230mm Sweep
264	Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)
265	4 way (4 + 12), Double door
266	6 way (4 + 18), Double door
267	Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.
268	Single pole
269	Supplying and fixing following rating, four pole, (three phase and neutral), 415 volts, residual current circuit breaker (RCBO), having a sensitivity current 100 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.
270	SUBHEAD - XVI : TELEPHONE AND EPABX SYSTEM
271	Supply, Installation, Testing & Commissioning of Microprocessor IP base EPABX Communication System suitable for minimum 50 IP extensions with expandable architecture up to minimum 100 extensions, supporting SIP protocol, VoIP communication, auto attendant, voice mail, call recording, DID, conferencing, remote extensions, mobile integration and centralized management complete with CPU, interface modules, SIP gateway, network switch integration, rack mounting accessories, IP licensing, software configuration, CAT-6 connectivity interfaces, 1kVA online UPS, earthing, programming and all accessories required for satisfactory operation complete as required. The system shall support both IP Phones and Analog gateway integration and shall conform to TEC/DoT/latest CPWD specifications and OEM recommendations
272	Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required.
273	Supplying and drawing CAT-6 UTP Cable, 4 Pair, 23 AWG solid copper conductor, FRLS/HFFR sheath suitable for IP telephony, data and PoE applications in existing surface/recessed steel/PVC conduit complete as required
274	Supplying and fixing modular GI box with base & cover plate suitable for RJ45 I/O outlet including accessories complete as required
275	1 or 2 Module (75mmX75mm)
276	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.
277	Telephone socket outlet (RJ 45)
278	TV antenna socket outlet
279	Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper conductor PE insulated, shielded with fine tinned copper braid and protected with PVC sheath in the existing surface/ recessed steel/ PVCconduit as required.
280	Supply and fixing of CAT-6 Patch Cord factory crimped suitable for IP phone connectivity complete as required.
281	Supply and installation of CAT-6 Patch Panel 24 Port loaded with cable manager in rack complete as required
282	Supply and installation of 9U/12U wall mounted network rack with cooling fan, power strip, cable manager and accessories complete as required
283	Supply, testing and commissioning of SIP Gateway / FXO-FXS Gateway for interfacing existing PSTN/Analog lines with IP-PBX system complete as required
284	Supply, Installation, Testing & Commissioning of IP Phones having minimum 2.4” LCD display, HD voice, speaker phone, dual LAN ports, PoE support, caller ID, phonebook and programmable keys complete as required
285	Supply & Installation of Layer-2 Managed Gigabit PoE Network Switch suitable for IP telephony system with minimum 24 Gigabit ports and minimum 370W PoE budget complete with rack mounting accessories as required
286	Supply, laying, testing and commissioning of 6 Core Single Mode Armoured Optical Fiber Cable suitable for underground/duct/tray installation complete with HDPE pipe, termination, LIU, splicing and testing as required
287	Supply, installation, testing and commissioning of complete backbone connectivity system suitable for IP Based EPABX/Data Networking applications including provision of communication backbone connectivity, 6 Port LIU fully loaded with adapters and pigtails, fiber termination and fusion splicing, SC/LC type fiber patch cords, media converters or compatible SFP modules for Ethernet connectivity, rack mounting accessories, labeling, earthing, testing using OTDR/power meter and all associated accessories required for satisfactory operation complete as required
288	SUBHEAD - XVII : ROAD & HARDSTANDING
289	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
290	All kinds of soil
291	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 earth with lead upto 50 metres.
292	Supply and stacking at site good earth brought from outside MOD land in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming and watering lead upto 50 meter and lead upto 1.5 meter
293	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 paver finisher 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
294	Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity
295	Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
296	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto 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)
297	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level : 1:3:6 (1 Cement : 3 Coarse sand (Zone III) derived from natural sources) : 6 Graded stone aggregate 20 mm nominal size derived from natural sources)
298	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 to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
299	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 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
300	Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
301	With rapid setting bitumen emulsion
302	On W.B.M / W.M.M. @ 0.4kg/sqm
303	On bituminous surface @ 0.25kg/sqm
304	SUBHEAD - XVIII : EXTERNAL WATER SUPPLY
305	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.
306	80 mm dia nominal bore
307	50 mm dia nominal bore
308	40 mm dia nominal bore
309	32 mm dia nominal bore
310	GATE VALVES
311	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
312	80 mm dia nominal bore
313	50mm nominal bore
314	40mm nominal bore
315	32mm nominal bore
316	NON-RETURN VALVES
317	Providing and fixing gun metal non- return valve of approved quality (screwed end) :
318	80 mm dia nominal bore
319	50mm nominal bore
320	40mm nominal bore
321	32mm nominal bore
322	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 : 1.5 : 3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size ), including 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 :
323	With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
324	Providing and fixing required CPVC Fitting of press fit design with V-profile and with O-ring sealing gasket of EPDM material of required dia as per direction of Engineer-in-charge.
325	Female Thread Connector/ Adapter
326	For 54 mm outer dia X 2” nominal dia threaded
327	For 42 mm outer dia X 1-1/2” nominal dia threaded
328	For 35 mm outer dia X 1-1/4” nominal dia threaded
329	SUBHEAD - XIX : SEWAGE DISPOSAL
330	Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, 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
331	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20cm in depth, consolidating EACH deposited layer by ramming & watering, lead up to 50m & lift upto 1.5m.
332	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
333	a) 100 mm dia.
334	b) 150 mm dia.
335	Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design:100x100 mm size P type ith common burnt clay F.P.S. (non modular) bricks of class designation 7.5
336	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:
337	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
338	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 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 :(a) 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) :(i) With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
339	SUBHEAD - XX : AREA DRAINAGE
340	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.
341	All Kinds of soil
342	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level :
343	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)
344	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 infoundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)
345	Providing of 12mm cement plaster of mix in all surface with (a) cement mortar 1:6 ( 1 cement : 6 fine sand ) at all levels
346	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 :
347	(a)300 mm dia RCC pipe
348	Providing and laying in position cement concrete 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominalsize derived from natural sources for coping
349	Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways, neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick, 100 mm wide MS sheet duly painted over priming coat, reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge
350	SUBHEAD - XXI : RAIN WATER HARVESTING
351	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.
352	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.
353	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 Engineerin-charge
354	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.
355	SUBHEAD - XXII : BOUNDARY WALL
356	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.
357	All Kinds of soil
358	Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m.
359	Ordinary rock
360	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc in layers not exceeding 20cm in depth, consolidating EACH deposited layer by ramming & watering, lead up to 50m & lift upto 1.5m.
361	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work upto plinth level :
362	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)
363	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
364	All works upto plinth level
365	Concrete of M25 grade with minimum cement content of 330 KG /CUM
366	All works above plinth level upto floor V level
367	Concrete of M25 grade with minimum cement content of 330 KG /CUM
368	Centering and shuttering including strutting, proppingetc. and removal of form for
369	Foundations, footings, bases of columns, etc. for massconcrete
370	Lintels, beams, plinth beams, girders, bressumers and cantilevers
371	Columns, Pillars, Piers, Abutments, Postsand Struts
372	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-550D
373	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
374	Providing brick masonry with bricks of class designation 7.5 in cement mortar 1:6(1 cement: 6 coarse sand) in superstructure at all levels and locations etc., complete all as per drawing and specifications.
375	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
376	Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
377	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
378	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 SQM over and including priming coat of exterior primer applied @ 2.20 KG/ 10 SQM) Apex Ultimar of Asain/Berger or Equivalent.
379	SUBHEAD - XXIII : ARBORICULTURE
380	TREE PLANTATION
381	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) :
382	Holes 90 cm dia, and 90 cm deep
383	Providing and Stacking of Mimusops Elengi (Maulsri) of height 180-195 cm, well developed with stem in big size HDPE bag as per the direction of Officer-in-Charge.
384	Providing and Stacking of Plumeria alba dwarf of height 90-105 cm with 3-4 branches and thick stem in big size HDPE bags as per the direction of Officer-in-Charge.
385	Providing and Stacking of Saraca indica (Sita Ashok) of height 105-120 cm, in big poly bags of size 25.cm as per the direction of Officer-in-Charge.
386	Providing and Stacking of Ficus Panda of height 90-105 cm with 10-12 branches and healthy foliage,well formed in cement pots of size 30cm as per the direction of Officer-in-Charge.
387	Providing and Stacking of Delonix regia (Gulmohar) of height 150-165 cm, in big poly bags of size 25 cm as per the direction of Officer-in-Charge.
388	Providing and displaying of Areca Palm Plant, having height 1.20m to 1.50m with 5 to 6 suckers, well developed, fresh and healthy with lush green foliage, in 25 cm size of Earthen pot/Plastic pot & as per the direction of Officer-in-Charge.
389	Anti termite treatment by digging holes 30 cm deep and 4 cm dia, 6 to 7 holes around the tree using chemical emulsion at the rate of 1.5 itres per hole in two time or more application to get the trees free from termite infection chemicals used Chloropyriphos 20% EC in the ratio of 1% concentration and as per direction of Officer-in-charge.
390	Plantation of Trees at site i/c watering and removal of unserveiceable material's as per direction of Officer-in-charge (excluding cast of plant & water)
391	i) Trees Plant
392	SHRUB / HEDGE / CREEPER
393	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) :
394	Holes 60 cm dia, and 60 cm deep
395	Providing and Stacking of Allamanda cathartica of height 30 cm to 45 cm, in 20 cm size of Earthen pots / Plastic pots & as per the direction of Officer-in-Charge.
396	Providing and stacking of Bignonia venusta (Golden shower) of height 30 cm to 45 cm. in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
397	Providing and stacking of Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches in 20 cm size of Earthen pots / Plastic pots & as per direction of the officer-in-charge.
398	Providing and Displaying Adenium Obesum grafted well developed with fresh & healthy 30 to 60 cm ht. in 25 cm size Earthen Pot/ Plastic Pot as per direction of the officer-in-charge.
399	Providing and stacking of Caesalpinia pulcherrima species of height 45-60 cm. in earthen pot of size 20 cm as per direction of the officer-in-charge.
400	Providing and stacking of Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves in 15 cm size of Earthen Pot/Plastic Pot & as per direction of the officer-in-charge.
401	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 & water)
402	i) Shurbs/Hedges/Creeper Plant
403	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).
404	Rough dressing the trenched ground including breaking clods
405	Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.
406	Fine dressing of the ground
407	Anti termite treatment of lawn area through premise 30.50% I P. one liter premise diluted in 499 liters water and applying solution @ 1.00 litre solution per sqm lawn or bed area.(two application) i/c cost of chemical)and as per direction of officer-in-charge.and as per direction of officer-in-charge.
408	Providing & laying Bermuda Dibbling grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same, with sprinkler and maintenance for 30 days or more till the grass established properly as per direction of officer in charge.
409	Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge
410	ORNAMENTAL PLANTS (POTTED PLANTS)
411	a) Providing and Displaying Bird of paradise / Ficus nuda / Ficus resnold / Furcaria Variegated / plant well developed with fresh & healthy 90 to 120 cm ht in 45 cm Earthen Pot / Plastic Pot as per direction of the Officer-in-charge.
412	SUBHEAD - XXIV : BUILT IN FURNITURE
413	Cupboard cum dressing unit of 600mm deep with 4 Nos. openable shutters, two vertical dividers and two shelves made out of 18mm ply wood with 3.5mm thick teak veneer, all exposed edges to have teak wood lipping with melamine polish and limination to internal surfaces etc; all complete as per directions of engineer-in-charge.(Openable shutters and Hardware shall include brass tower bots, 100mm long 'C' type brass/powder coated handles, Magnetic catchers and locks will be paid separately)
414	Providing and fixing 300mm deep, 600mm high storage units in kitchen with openable shutters and one shelf inside all made with 18mm thick commercial plywood with approved laminate for top, sides,bottom and for shutters and providing 12mm tick commercial plywood for back, 20x4mm teakwood beading for exposed edges with Melamine polish, handles, etc all complete as directed by engineer-in-charge.
415	Kitchen frame work made out of 70 x 20 mm thick teak wood and shutters to have 18 mm thick plywood and covered with 1mm thick Decorative laminate of approved shade, edges to have teak wood beading and fininsh with melamine polish etc all complete with all necssary Hardware and fittings etc all complete.
416	Reception Counter of 1050 mm height made out of 18mm MR grade plywood cladded with 1 mm laminate / 4 mm thick teak veneer for front, top, sides and one No. of storage unit to have one drawer and one shutter having shelf with locking arrangement and key board pull out tray, all exposed edges to have teakwood beading, all hardware fitting in S/S finish, all exposed surface with melamine polish etc., complete all as per drawing.
417	SUBHEAD - XXV : PARKING SHED
418	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
419	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-incharge. Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).
420	All kinds of Soil
421	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 and for all lift.
422	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)
423	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
424	All works upto plinth level
425	Concrete of M25 grade with minimum cement content of 330 KG /CUM
426	Centering and shuttering including strutting, proppingetc. and removal of form for
427	Foundations, footings, bases of columns, etc. for massconcrete
428	Lintels, beams, plinth beams, girders, bressumers and cantilevers
429	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-550D
430	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
431	Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or Lhooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63mmthickwithzinccoatingnotlessthan275gm/m²
432	Providing brick masonry with bricks of class designation 7.5 in cement mortar 1:6(1 cement: 6 coarse sand) in superstructure at all levels and locations etc., complete all as per drawing and specifications.
433	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand)
434	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
435	Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
436	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
437	Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 SQM over and including priming coat of exterior primer applied @ 2.20 KG/ 10 SQM) Apex Ultimar of Asain/Berger or Equivalent.
438	SUBHEAD - XXVI : STEEL SHED
439	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
440	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.
441	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
442	Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or Lhooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (upto any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63mmthickwithzinccoatingnotlessthan275gm/m²
443	Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
444	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
445	Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete.
446	0.80 mm thick with zinc coating not less than 275 gm/m²
447	SUBHEAD - XXVII : EXTERNAL ELECTRICAL
448	Providing and fixing following rating and breaking capacity and pole MCCB with thermomagnetic release and terminal spreaders in existing cubicle panel board including drilling holes in cubicle panel, making connection etc., as required complete all as specified and as directed by Engineer-in-Charge.
449	MCCB 200 A,35KA, 50Hz, 4 Pole.
450	Electrical PanelSupply, installation, Testing and commissioning of 3 Phase and Neutral 415V 4wire Free Standing Floor mounted Panel made out of 2mm thick CRCA sheet for main frame and 1.6mm thick partitions after seven tank process and painting with Epoxy powder coating. The panel shall consists of suitable rating of 0.8A/sq.mm supported with DMC/SMC barriers and color codded with Heat shrinkable sleeves. The Metering shall be provided as specified. The panel shall have Short circuit withstanding capacity of minimum 35KA and consists of the switchgear as mentioned below The size of all Panel Mounting Meters shall be 96x96mm. The Panels shall be mounted on U channels including supply and fixing of the same. Digital type Ammeter of suitable range along with CTs to be provided. All CTs/CBCT shall be resin cast type. All Controlling wiring shall be FRLS cables.Electrical panel shall conforming to IS 4237, IS 2516 (IEC 60947) and other relevant IEC/ BSS/ DIN standards/code as applicable. The MCCBs shall be provided with extended operating handle with door interlocks. Control wiring shall be done by 1100 V grade PVC insulated single core multistranded copper conductor of minimum cross section 1.5 mm2 according to IS 694 or latest. For CT however 2.5 mm2 cable shall be used. 2 Nos. earthing shall be provided. Lifting hooks shall also be provided
451	Incoming:125A , 35kA, 4 pole microprocessor based releases MCCB Busbar :200A 4P Aluminium busbar (Neutral shall be 100% of Phase busbar) of equal cross section covered with heat shrinkable coloured PVC sleeves.
452	Metering : 1 No. [0-500V] Digital Voltmeter with inbuilt selector switch and MCBs.1 No. [0-160A] Digital Ammeter with suitable Class 1 accuracy having suitable VA burden CTs and built-in Selector Switch.1 Set of ON/OFF/ Trip and Phase Indicating Lights with MCB.1 No of Multifunction meter
453	Outgoing : 08 Nos of 63A 10KA, 4P C-Curve MCBON/OFF/Trip indication lights on all outgoings.
454	Supply of following sizes of XLPE insulated PVC sheathed, aluminium conductor, armoured, power cable of 1.1 KV grade conforming to IS 7098 (Part I), 1988 amended upto date.
455	3.5 Core, 95 Sq.mm.
456	4CX16 sqmm
457	Laying of one number of 1.1kV grade PVC sheathed, XLPE insulated Aluminum armoured Cable of following size direct in ground at a depth of 750 mm below ground level including excavation in all kind of soil SDR & HDR, and refilling of earth after cable laid in ground, including protected with sand and bricks at both the sides and top of the cables and inaccordance with IS 1255-1983 or latest.
458	upto 35sqmm
459	Above 35 and upto95 sqmm
460	Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on cable tray as required.
461	Above 35 and upto95 sqmm
462	Supplying and making end termination with brass compression gland and lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.
463	3½ X 95 sq. mm (45mm)
464	4cX16 sqmm
465	Supply, installation, testing and commissioning of Chemical earth Pits for rocky/sandy/normal soil with 3000mm long x 14.2 mm dia copper coated (0.254mm) steel earthing rod( OBO UL listed 143000 or equivalent) with universal clamp surrounded by ground enhancement material (OBO OEC 2 25 or equivalent) ( ≤ 12 Ohm Cms Resistivity Value) compound slurry 50 mm all around the earthing rod in 120mm dia hole made in 300 mm dia and 6000mm deep hole pit duly filled with black cotton soil including accessories complete in all repects with heavy duty earthpit cover made out of poly ethyelyne material.
466	Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with nut, bolt, spring, washer etc. as required.(Jointing shall be done by overlapping and with 2 Eachs of brass nut bolt & spring washer spaced at 50mm) for connecting chemical earth pits
467	Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I. pipe from earth electrode including connection with brass nut,bolt, spring, washer excavation and re -filling etc. as required. For Panel earthing
468	Providing and laying earth connection from earth electrode with 4.00 mm dia copper wire in 15 mm dia G.I. pipe from earth electrode including connection with copper thimble excavation and re-filling as required.(For DB earthing)
469	Supplying and installaton following size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from theceiling with two numbers MS/GI Suspenders i/c base of suitable size MS/GI angle, bolts & nuts, painting suspenders, fastener etc as required.
470	150 mm width X 50 mm depth X 1.6 mm thickness
471	Lightning Protection
472	Supply and laying of 8 mm dia Aluminum Round Conductor with cross connectors and expansion joint etc complete in all respects and as directed by Engineer in charge. In accordance with DIN EN 50164-2
473	Supply and installation of Roof Conductor Holder for Parapet wall having hole 7 mm dia all as specified in drawing and directed by Engineer, made of polyamide
474	Supply and installation of Plastic conductor Holder for RCC Roof made Sleeve from polyethylene, black, bottom polypropylene and all accessories
475	Supply and installation of expansion piece with Connector ( 2Nos connector and 1 Expansion Piece) as specified in drawing and directed by Engineer,
476	Supply and fixing of Cross connector for 8 mm dia Aluminum Round Conductor on the roof/parapit wall
477	Supply and installation of Down Conductor Holder for wall having hole 7 mm dia, made of polyamide including all fixing accessories
478	Supply and installation of Test Joint (Saddle Clamp) suitable to connect 8mm dia round conductor and max by 25x5 mm CU strip. With max 25x5 mm CU strip holder.
479	Vertical Air Terminal
480	Supply and installation of 10 mm dia 1000 mm long Al. vertical interception rod with 150 mm dia base mounting plate, quick connector to connect upto 10 mm dia round conductor and all fixing accessories etc,
481	Supply, installation, testing and commissioning of Chemical earth Pits for rocky/sandy/normal soil with 3000mm long x 14.2 mm dia copper coated (0.254mm) steel earthing rod( OBO UL listed 143000 or equivalent) with universal clamp surrounded by ground enhancement material (OBO OEC 2 25 or equivalent) ( ≤ 12 Ohm Cms Resistivity Value) compound slurry 50 mm all around the earthing rod in 120mm dia hole made in 300 mm dia and 6000mm deep hole pit duly filled with black cotton soil including accessories complete in all repects with heavy duty earthpit cover made out of poly ethyelyne material.
482	Supplying and laying 25 mm X 5 mm copper strip at 0.50 metre below ground as strip earth electrode, including connection/terminating with nut, bolt, spring, washer etc. as required.(Jointing shall be done by overlapping and with 2 Eachs of brass nut bolt & spring washer spaced at 50mm) for connecting chemical earth pits
483	Supply & Installation of Carbon-di- oxide type fire extinguisher of 4.5 kgs. Capacity, CO2 gas filled in brand new seamless cylinder with powder coated finish, made out of Manganese steel, with wheel type valve, discharge nozzle, bend & horn, wal mounting bracket etc. complete, confirming to IS: 2878, complete all as specified and as directed
484	SUBHEAD - XXVIII : AREA LIGHTING
485	LED Street light fixture, powder coated pressure die cast aluminium body (System lumen efficacy >135 lm/Watt). Supplying, Installation, Testing & Commissioning of Street light LED fixture, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: 140-270 Volt AC, frequency 50/60 hz, Operating temp range -5 °C to 50 °C, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-32,P.F.≥0.95,IP-66,IK-10,CRI ≥70,under voltage and over voltage protection, EMI-EMC as per CISPR-15, lenses for beam angle as per IESNA type I/II/III as per the width of the road and the project requirement., suitable to fit in up to 65mm dia pipe, life time (LED, Driver & electrical circuitry) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K / 5700°K /6500°K (As per ANSI Bin), SDCM(Standard Deviation Color Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy >135 lm/Watt output . LM79 & LM80 Test report and all testing required for LED fixtures as per BIS shall be submitted.. Shape size and CCT shall be as approved by Engineer-in-Charge as per requirement. (Thermal management: heat sink of aluminium housing such that LED junction temperature shall not rise above 90°C).
486	90watt
487	Supply, erection, testing and commissioning of hot dip galvanized octogonal steel pole of 6 meter height made out of 3 mm thick sheet having bottom 130 mm dia (A/F) and top 70 dia (A/F) mm and base plate 220x220x12 mm with single cross arm bracket of 1500 mm length. The comouflaged junction box and electrical control gears for inside cable termination ,earth connetion and flush door with locking arrangement.The erection of pole including excavation, PCC (1:2:4) Pedestal of 500X500X1600mm (1000mm below the ground level), with 4 Nos of M20 X 600mm length foundation 'J' bolts and 8mm & 12mm dia reinforcement and as per the drawing. 2 nos 50 mm dia, corrugated HDPE pipes for incoming and outgoings cables as per drawing. Wiring from Junction box to light fixture shall be carried out with 3 core 2.5 sq.mm flexible FRLS copper cable with 6 Amp DP MCB complete with all accessories and 65mm dia 120 turns Spiral coil earthing made out of 8SWG GI wire including spreading of salt and charcoal upto a height of 120 turns and excavation upto height of 1350mm,as required. These poles have to be galvanised after fabrication internally and externally. Please Enable Macros to View BoQ information

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Tender For Provision Of Ngos Transit Facility (Ngo Tf) At Varuna Complex, Npol, Kochi, Ernakulam-Kerala

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