Tender For Upgradation Of Security And Fire Safety Infrastructure At Drl Tezpur, Assam, Tezpur-Assam

TDR : 54929326

Tender Notice
BOQ

20 Days Left

Tezpur , Assam

Tender Brief : Tender For Upgradation Of Security And Fire Safety Infrastructure At Drl Tezpur, Assam

Document Fees
Refer document

EMD
₹ 1002540.0 /-

Tender Value
₹ 5.01 Crore /-

Submission Date
23-04-2026

Competition Type
Indian

Bidding Type
Tender

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1	PART - A BUILDING INCLUDING INTERNAL SERVICES
2	SUB HEAD - I : SITE CLEARANCE AND EARTH WORK EXCAVATION Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
3	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil
4	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.Ordinary rock
5	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.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.Ordinary rock
7	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.
8	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
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	SUB HEAD - II : ANTI-TERMITE TREATMENTSupplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/Lindane emulsifiable concentrate of 20%
11	Diluting and injecting chemical emulsion for Post Constructional anti-termite treatment (excluding the cost of chemical emulsion) :
12	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:With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
13	Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1 cement : 2 coarse sand) to match the existing floor :With Chlorpyriphos/Lindane E.C. 20% with 1% concentration.
14	SUB HEAD - III : PLAIN AND REINFORCED CEMENT CONCRETE WORKProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
15	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).
16	Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size) in 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.
17	Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size) including mixing water proofing material in cement concrete work @ 1 kg per 50kg of cement.and a coat of residual petroleum bitumen 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.
18	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.
19	(a) All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum.
20	(b) All works above plinth level upto floor V level. Concrete of M25 grade with minimum cementcontent of 330 kg /cum
21	Add for using extra cement in the items of design mix over and above the specified cement content therein.
22	Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all levels. Thermo-Mechanically Treated bars of grade Fe-500D or more.
23	Centering and shuttering including strutting, propping etc. and removal of form for
24	Foundations, footings, bases of columns, etc. for mass concrete.
25	Suspended floors, roofs, landings, balconies and access platform.
26	Lintels, beams, plinth beams, girders, bressumers and cantilevers.
27	Columns, Pillars, Piers, Abutments, Posts and Struts.
28	Stairs, (excluding landings) except spiral-staircases
29	Weather shade, chajja, corbel etc. including edges
30	Extra for additional height in centering, shuttering whereever 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).Suspended floors, roofs, landings, beams and balconies (Plan area to be measured).
31	Drilling hole in RCC structure to the required dia as per manufacturing specification including at any height and any level, scaffolding & providing grouting reinforcement bar with WURTH MAKE PE-500 EPOXY CHEMICAL.(Reinforcement measured and paid separately).
32	08mm dia bar.
33	12mm dia bar.
34	16mm dia bar.
35	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 20m nominal size derived from natural sources) over 75mm bed of dry brick ballast 40 mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation , levelling and dressing & finishing the top smooth.
36	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).
37	SUB HEAD - IV : BRICK WORK MASONRYBrick 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)
38	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand)
39	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 levelCement mortar 1 : 4 (1 cement : 4 coarse sand)
40	Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
41	SUB HEAD - V : FLOORINGProviding and laying double charged 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 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., complete.Size of Tile 600x600 mm.
42	Providing and laying double charged Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/sqm including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm.
43	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.
44	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approvedmake, 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 : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm,including pointing in white cement mixed with pigment of matching shade complete.
45	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge.Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent.
46	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.Granite work
47	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 to edges to give high gloss finish etc. complete at all levels.Granite of any colour and shade.Area of slab over 0.50 sqm
48	SUB HEAD - VI : DOOR, WINDOW AND STEEL WORKProviding 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.).
49	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.
50	Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron).
51	For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)Polyester powder coated aluminium (minimum thickness of polyester powder coating 50 micron)
52	Providing and fixing 12 mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminum doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of Engineer-in-charge.Pre-laminated particle board with decorative lamination on one side and balancing lamination on other side.
53	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4 mm thickness (weight not less than 10.0 kg/sqm)
54	With float glass panes of 5 mm thickness (weight not less than 12.50 kg/sqm)
55	Filling the gap in between aluminium frame & adjacent RCC/ Brick/Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.Upto 5mm depth and 5 mm width.
56	Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.
57	Providing and fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.P. brass/ stainless steel screws @ 200 mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge. (Only weight of grill to be measured for payment).
58	Providing and fixing 12 mm thick frameless toughened glass fixed to wall with fixing arrangement and making necessary holes etc., all complete as per direction of Engineer-in-charge.
59	Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete.Anodized (AC 15) aluminium.
60	Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
61	Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete.250x16 mm
62	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 :
63	200x10mm
64	150x10mm
65	Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete :a) 125mm long
66	Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS :1868) transparent or dyed to required colour and shade with necessary screws etc. complete. Twin rubber stopper
67	Providing and fixing of rubber nylon door buffer (dia of 40mm and 50mm long) on wall with rowl plug and screw.
68	SUB HEAD - VII : FINISHING6mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand)
69	12 mm cement plaster with cement mortar 1:6 (1 cement: 6 coarse sand)
70	15 mm cement plaster on rough side of single or half brick wall of mix:1:6 (1 cement: 6 coarse sand).
71	15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall.
72	18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).
73	Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
74	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
75	White washing with lime to give an even shade :New work (three or more coats).
76	Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacture and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre.
77	Finishing walls with Acrylic Smooth exterior paint of required shade.New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm).
78	Providing and fixing Chicken wire mesh at the junctions of RCC and brick work, 100mm overlapping on both sides with all necessary hardware etc., complete.
79	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
80	SUB HEAD - VIII : ROOFING & WATER PROOFINGProviding and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test.“All above operations to be done in order and as directed and specified by the Engineer-in-Charge :With average thickness of 120 mm and minimum thickness at khurra as 65 mm.
81	Providing and laying protection layer of cement screed of (1:2:4) and working out a smooth finish. The screed shall be laid on top of the Geo Textile. The screed shall have minimum thickness of 50 mm at the slope end and shall be laid in slope of 1:100. The screed shall be cured by ponding for a minimum of 7 days.Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).
82	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,(i) Single socketed pipes.110 mm diameter
83	Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for 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. Coupler(a) 110 mm Diametre
84	(b) 110mm Bend 87.5 degree
85	(c) 110mm Shoe
86	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 Coarse sand) and making good the wall etc. complete.110 mm
87	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
88	SUB HEAD - IX : SANITARY INSTALLATIONSProviding and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid , 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required.W.C. pan with ISI marked white solid plastic seat and lid.
89	Providing and fixing pedestal type wash basin, 15 mm Pillar Cock, 32 mm C.P. brass waste coupling of standard pattern, cutting and making good the walls wherever required. (a) White Vitreous China Wash basin size 500x400 mm with single 15 mm Pillar Cock. completely recessed at the back for the reception of pipes and fittings.
90	Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :Single half stall urinal with 5 litre P.V.C. automatic flushing cistern,
91	Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mm with 1/2\\" BSP thread and shapes, weighing not less than 60 gms.
92	Providing and fixing PTMT urinal cock of approved quality and colour.15 mm nominal bore, 80 mm long, 42 mm high and 30mm wide with BSP female threads weighing not less than 48 gms.
93	Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
94	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.600MM long towel rail with 78mm wide and effective height of 88mm, weighing not less than 170gms.
95	Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
96	Providing and fixing soil , waste and vent pipes :
97	100mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989
98	75mm dia Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: 3989.
99	Providing and fixing 100 mm sand cast Iron grating for gully trap.
100	Providing and fixing C.P. brass double coat hook, conforming to IS 8931.
101	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 typeWith common burnt clay F.P.S( non modular) Bricks class designation 7.5
102	Providing and fixing uplasticised PVC connection pipe with brass unions :15 mm nominal bore with 45cm length.
103	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete.Flexible pipe32 mm dia
104	SUB HEAD - X : INTERNAL WATER SUPPLYProviding and fixing C.P. brass two way bib cock of approved quality conforming to IS : 8931.15mm nominal bore.
105	Providing and fixing C.P. brass angle valve for basin mixer and geyser points.15 mm nominal bore
106	Providing and fixing toilet paper holder.C.P. brass
107	Providing & fixing CP brass health faucet with 1mt flexible tube fixed to wall all complete as specified and directed by engineer-in-charge.
108	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer - in - Charge.Internal work - Exposed on wall
109	25 mm nominal dia Pipes
110	32 mm nominal dia Pipes
111	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer- in- Charge.Concealed work, including cutting chases and making good the walls etc.15 mm nominal dia Pipes
112	20 mm nominal dia Pipes
113	Providing and placing on terrace polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
114	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore
115	32 mm nominal bore
116	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore
117	Providing and fixing soil , waste and vent pipes including all fittings & adhesive complete.110mm dia PVC pipe (Minimum working pressure 4 kg per sqcm).
118	75mm dia PVC pipe (Minimum working pressure 4 kg per sqcm).
119	Constructing masonry Chamber 30x30x50 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100x75 mm (inside) with hinged cover fixed in cement concrete 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 palstering with cement mortar 1:3 (1 Cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:With common burnt clay F.P.S.(non modular) bricks of class designation 7.5.
120	SUB HEAD - XI : INTERNAL ELECTRIFICATIONWiring 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 piano type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS/HFFR PVC insulated copper conductor single core cable etc. as required.Group B
121	Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
122	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket outlet and 5/6 amps modular switch, connection etc. as required
123	Light/Fan FixturesSupply of the following LED Light Fixtures with electronic driver , heat dissipating element including necessary accessories etc., complete on wall/ Ceiling / suspended from ceiling/ recess including all fixing accesssories such as leads,Teak wood round block, downrods, MS clamps, nuts, GI chain and bolts etc complete as required.
124	(a) 1x20W LED Batten Light Wall/Surface Mounted
125	(b) 1x10W LED Batten Light Wall/Surface Mounted
126	Supply and fixing of 1200 mm sweep Ceiling fan with standard down rod, all accessories Electrical connections. Including fixing materials as required.
127	Supply, Installation & Testing of following Suitable RPM exhaust fan suitable for single phase, 240V, AC supply complete with motor, MS louvers, mounting brackets all accessories etc complete. a) 380mm Sweep
128	Supplying, fixing, testing and commissioning of High Flo Wave Wall Mounted Fan 400MM suitable for Single Phase 240V AC supply complete with all accessories.
129	SUB HEAD - XII : POWER WIRING Supplying and fixing suitable size GI box with modular plate and cover in FRLS on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.
130	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required(a) 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
131	(b) 2 X 4 sq. mm + 1 X 4 sq. mm earth wire
132	(c) 2 X 6 sq. mm + 1 X 6 sq. mm earth wire
133	Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
134	Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earth electrode, including connection/ terminating with G.I. nut, bolt, spring, washer etc. as required. (Jointing shall be done by overlapping and with 2 sets of G.I. nut bolt & spring washer spaced at 50mm)
135	Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.
136	SUB HEAD - XIII : TELEPHONE & LAN 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.25 mm
137	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.Telephone socket outlet
138	Supplying and fixing following size/ modules, GI box along with modular base & cover plate for modular switches in recess etc. as required1 or 2 Module (75mmX75mm)
139	Supply and laying of 2 pair 0.5mm dia PVC insulated Copper armoured conductor Telephone wire conforming to DOT Specification.
140	Supply and installation of following size Krone connectors in MS box complete as required.a) 20 Pair
141	PART - B SPECIAL ITEMS OF WORKS SUB HEAD - I : FIRE FIGHTING SYSTEMHYDRANT SYSTEM
142	Supply, installation, testing & commissioning of above ground pipe as per IS1239 PART-1 MS ERW medium GR. for 150 and below as per IS 3589 GR. 330 6.0 mm thick for ≥ 200 NB (PIPE INCLUDING FITTINGS, FLANGES, SUPPORTS, GASKETS, FASTENERS AND PAINTING) with all other accessories as required.
143	150 NB
144	100 NB
145	80 NB
146	Supply, installation, testing & commissioning of UNDER ground pipe in trench of 600mm depth from ground level as per IS1239 PART-1 MS ERW medium GR. for 150 and below as per IS 3589 GR. 330 6.0 mm thick for ≥ 200 NB (PIPE INCLUDING FITTINGS, FLANGES, SUPPORTS, GASKETS, FASTENERS AND PAINTING) with all other accessories as required.
147	Underground pipe wrapping and coating should be as per IS:10221 to be provided.
148	150 NB
149	Supply, installation, testing and commissioning of internal single headed stainless steel (S.S.) hydrant valve 63 mm (as per IS 5290 type A) with all accessories as required.
150	Supply, installation, testing and commissioninf of external single headed stainless steel (S.S.) hydrant valve 63 mm (as per IS 5290 type A) with all accessories as required.
151	Supply, installation, testing & commissioning of wall mounted type MS Hose Box for (18 SWG) internal hydrant with lockable arrangement to accomodate 2 RRL hose of 15 mtr length and 1 branch pipe painted white inside & red outside with 1 key and all other accessories as required
152	Supply, installation, testing & commissioning of wall mounted type MS Hose Box for (18 SWG) external hydrant with lockable arrangement to accomodate 2 RRL hose of 15 mtr length and 1 branch pipe painted white inside & red outside with 1 key and all other accessories as required
153	Supply, installation, testing and commissioning of hose pipe of 15 Mtr long 63mm dia (as per IS 636 Type A RRL, ISI marked with stainless steel (S.S.) couplings) with all required accessories.
154	Supply, installation, testing and commissioning of 19 mm (3/4) swinging hose reel drum fabricated from 18 SWG CRCA sheet with 19 mm X 30 Mtr long reinforced PVC BS red hose & fitted with 19 mm spray nozzle 1\\" (25 mm) dia inlet assembled, LPCB certified. This item rate includes all necessary accessories.
155	Supply, installation, testing & commissioning of stainless steel (S.S.) branch pipe with NOZZLE of 20 mm DIA (Standard jet type as per IS 903) and all necessary accessories as required.
156	Supply, installation, testing and commissioning of 25 NB drain valve with all necessary accessories.
157	Supply, installation, testing & commissioning of CAST IRON BODY SS DISC Double Eccentric Gate Valve, Pressure rating Working pressure 300 PSI, UL listed and FM Approved manufacturing standard as per BS 5163. Item rate should be included all necessory accessories as required.
158	150 NB
159	100 NB
160	80 NB
161	Supply, installation, testing and commissioing of air release valve of 25NB isolation valve with all necessary accessories as required.
162	Portable Fire Extinguisher
163	Supply and installation of Dry chemical powder (ABC type, 4 kg.cap. IS:15683) as per the instruction of EIC with all accesoories and hanging arrangement.
164	Supply & installation of CO2 type (4.5 kg. cap. IS:15683) as per the instruction of EIC with all accesoories and hanging arrangement.
165	SUB HEAD - II : FIRE ALARM SYSTEMFDA SYSTEM
166	Supply, installation, testing & commissioning of 2 Loop microprocessor based analog addressable, networkable Fire Alarm panel having 320 charector graphics/ LCD Display along with 24 Volt sealed maintenance free battery having 24 hours power back up and all other accessories for commissioning the system as required.
167	Supply, installation, testing & commissioning of intelligent addressable multi criteria detectors with standard detector base and all other accessories as required.
168	Supply, installation, testing & commissioning of intelligent addressable heat detectors with standard detector base and all other accessories as required.
169	Supply, installation, testing & commissioning of networkable repeater panel with LCD display, capable of remote annunciation and control of fire alarm signals and all other accessories as required.
170	Supply, installation, testing & commissioning of addressable fault isolator module to isolate short circuits on loop wiring, ensuring uninterrupted operation of other devices and all other accessories as required.
171	Supply, installation, testing & commissioning of addressable break glass manual call point with LED indicator and resettable element, compliant with fire safety standards and all other accessories as required.
172	Supply, installation, testing & commissioning of wall-mounted electronic hooter with strobe with high-decibel output, suitable for indoor fire alarm notification, powered via control module and all other accessories as required.
173	Supply, installation, testing & commissioning of addressable control module for access doors and all other accessories as required.
174	Supply, installation, testing & commissioning of LED response indicator for concealed detectors, providing visual confirmation of alarm activation in inaccessible areas and all other accessories as required.
175	Supply and laying of 2C X 1.5 Sqmm FRLS Copper armoured cable of 1.1 KV grade with all other accessories as required.
176	Supply, installation, testing & commissioning of 100mm dia NP2 class RCC hume pipe, including excavation and back filling the same, with all necessary accessories as required.
177	Supply, installation, testing & commissioning of workstation/Server CPU with 24 inch monitor, Laser Jet Pro/DOT Matrix printer suitable with ACS system, with all mounting accessories as required.
178	PA SYSTEM
179	Supply, installation, testing and commissioning of PA console with 150 Watt power amplifier, microphone and all other accessories as required.
180	Supply, installation, testing and commissioning of 6 Watt ceiling mounted speaker with all mounting and commissioning accessories as required.
181	Supply, installation, testing and commissioning of 2 X 1C X 1.5 Sqmm Copper Flexible wire in FRLS MMS PVC Conduit along with all accessories as required.
182	PA SYSTEM
183	Supply, installation, testing and commissioning of MASTER HANDSET with all other accessories as required.
184	Supply, installation, testing and commissioning of FIELD HANDSET with all other accessories as required.
185	Supply, installation, testing and commissioning of 1P X 0.5 ATC Telephone Cable in PVC FRLS MMS Conduit along with all other accessories as required.
186	SUB HEAD - III : ACCESS CONTROL SYSTEMSupply, Installation, Testing & Commissioning of the Access Control System equipment. All the equipments used should be UL Listed and follow the latest statutory compliance or guidelines.
187	600 lbs with LED Fail-Safe, EM-Lock, Monitored, including mounting accessories for Single Leaf Door with all other accessories as required.
188	600 lbs with LED Fail-Safe, EM-Lock, Monitored, including mounting accessories for Double Leaf Door with all other accessories as required.
189	Exit Push button, SS 304, including mounting accessories, for door exit pathway with all other accessories as required.
190	2 Door IP-Enabled Controller with Card holder capacity: min 15,000 & Transaction storage: min 10,000, with Tamper Alarm & Power Failure Alarm, with Housing & Power Supply with Battery Back Up, having the functionality of Anti-Pass back system, including mounting accessories and all other accessories as required.
191	Access Control Software with Licence (minimum 10 Years) upto 1 Server + 2 Client Users (Web Based) as complete as required.
192	Biomatric cum Face Detection sofiware suitable for 6 biomatrics machine IP based as complete as required.
193	Emergency Door release, including mounting accessories as complete as required.
194	Piezo Buzzer audio alarm (min 75 db) in case exit door remains open for more than 10 sec, complete with all mounting accessories as required.
195	Network Rack - 19\\" 6U Wall Mounted, including PDU, Loaded Patch Panel, loaded LIU complete, Exhaust Fan with all mounting accessories as required.
196	L2-12 Port Network Switch (Industrial Grade)-10G,with SFP+ port compatible with the Rack dimensions, 230V AC input power, with all mounting accessories as required.
197	Workstation/Server CPU with 24 inch monitor, Laser Jet Pro/DOT Matrix printer suitable with ACS system, with all mounting accessories as required.
198	Biomatric cum Face Detection reader, having capability of face & finger print enrollment, including mounting accessories, for door entry pathway as complete as required.
199	Cables & Couduits:i. FRLS-ZH multi core copper conductor cable complete with cable terminations.ii. GI Condiut for cabling, complete with all mounting accessories, including wall chipping & back filling (during cable drops)
200	8 core - 18 AWG shielded flexible PVC insulated Cu Cable for Controller to Card Reader.
201	4 core - 18 AWG shielded flexible PVC insulated Cu Cable for Controller to E.M. Lock, contact, sensor, exit push button, Buzzer etc.
202	STP CAT6A Cable - Armoured for Controller to Controller communication
203	OM2 type OFC Cable 6 Core - Armoured for Controller to Controller communication , including splicing.
204	25 mm GI Condiut
205	CAT6A Patch Chord - 2 Mtr
206	CAT6A Patch Chord - 5 Mtr
207	CAT6A Patch Chord - 10 Mtr
208	BOOM BARRIER SYSTEMSupply, Installation, Testing & Commissioning of the Boom Barrier System equipment. All the equipments used should be UL Listed and follow the latest statutory compliance or guidelines & considering all mounting arrangement.
209	Boom Barrier for 4 wheeler (Boom Length 2.5 Meter, opening time < 5 secs), inbuilt controller unit, anti-fall sensor, for Car Entry & Exit , incl. all civil work as required.
210	Bypass Push button for Door open & Close
211	SUB HEAD - IV : AIR-CONDITIONINGSupply, Installation, Testing and Commissioning of 5 Star HI-WALL SPLIT UNIT With Indoor and outdoor units of following rating with Inverter rotary compressors Inclusing proper mounting arrangement and accessories Indoor unit comprises of pre fliter, Coil Section, evaporator section, low noise Multi speed fan, all refrigerant accessories &cordles remote controller with LCD Display, etc. as necessary and Mounting Stand for outdoor unit. Power from nearest socket to indoor/ outdoor unit as per the specifications and approved drawings.(i) 2.0 TR
212	Supply, installation, testing and commissioning of AC SINGLE PHASE stablizer of following rating Automatic operation having Input voltage 170 to 270 Volt and output voltage 240v. Complete with voltmeter, high and low voltage cut off & time Delay relay type digital voltmeter Stabilizer.(ii) 4 Kva
213	Provision and fixing of 20 amp metal clad sockets along with metal box, 20 amp.
214	Supply, Laying, testing and commissioning of 3CX2.5 Sqmm flexible copper power cables
215	Supply and fixing of PVC Channel box type with cover for refrigerant pipes, cable size 100 x 75.
216	Supply, Laying, Testing and Commissioning of soft copper piping of following sizes duly insulated wish 13 mm thick ninja rubber pre formed section including fitting and supports etc., complete (This is over and above the standard length of 3mtr supplied along with item Sl No 1.00)1/2\\" Dia.
217	1/4\\" Dia.
218	Supply. Laying, testing and Cornerissioning of 25mm diameter HDPE drain pipe covered with 6mm thick nitrile rubber insulation Including fixing accessories etc, complete.
219	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
220	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.External work32 mm nominal dia Pipes.
221	PART - C EXTERNAL SERVICES SUB HEAD - I : ROADS AND HARDSTANDINGROAD
222	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-incharge.All kinds of Soil
223	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
224	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25.
225	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.
226	Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge.
227	Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately.Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer.
228	Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound gradeA.).
229	Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge. Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge
230	HARDSTANDINGEarth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of Soil
231	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
232	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
233	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.
234	Construction of dry lean cement concrete sub base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per specifications, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, for all leads & lifts, laid with a mechanical paver, compacting with 8-10 tonne vibratory roller, finishing and curing etc. complete as per direction of Engineer-in- charge.
235	Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately.Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer
236	Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all levels. Thermo-Mechanically Treated bars of grade Fe-500D or more.
237	Providing and fixing pre-moulded joint filler in expansion joints of RCC roads / CC pavements after making the joints dust free with high pressure air jet cleaners, all complete as per direction of the Engineer-in-Charge. (Pre-moulded joint fillers shall be made of bitumen hot sealing compound impregnated fibre board having impregnation more than 35%, conforming to IS:1838 for fibre board and IS: 1834 for hot sealing bitumen compound gradeA.)
238	Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer - in - charge
239	SUB HEAD - II : EXTERNAL WATER SUPPLYProviding and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work50 mm dia nominal bore
240	Providing & fixing gunmetal gate valve with C.I wheel of approved quality (screwed end).a) 50 mm nominal bore
241	Providing and fixing gun metal non- return valve of approved quality (screwed end) :50 mm nominal bore(a) Horizontal
242	(b) Vertical
243	Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve,with C.I. surface box 100mm 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 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5.
244	Supplying, installing, testing & commissioning of 5 HP Centrifugal Pump for Water supply including necessary arrangements for electric connection and other works etc. all complete.
245	SUB HEAD - III : ELECTRIC SUPPLYSupply of following size of 1.1KV grade multicore aluminium conductor XLPE / PVC insulated and PVC sheathed armoured cable as per IS : 7098 (Part-I) 1988 complete as required. a) 3C X 50 sq.mm.
246	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.Above 35 sq. mm and upto 95 sq. mm.
247	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.Above 35 sq. mm and upto 95 sq. mm.
248	Supply, laying, testing and commissioning of following size 1.1KV grade XLPE insulated armoured aluminium conductor underground cable in trench, RCC hume pipe or on cable tray with all installation materials. When the cable is to be laid in ground, the same shall be laid at a depth 750mm below ground level including excavation of earth, refilling, brick protection at sides and top of cable all complete as per direction in Engineer-in-charge. The cable shall conform to IS 7098 Part-1.4 C X 16 Sq. mm.
249	Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3½ X 50 sq. mm (35mm)
250	4 X 16 sq. mm (28mm).
251	Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 volts, 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)4 way (4 + 12), Double door.
252	Supplying and fixing of following ways surface/ recess mounting, vertical type, 415 volts, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 amps tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCB’s (but without MCB’s and incomer ) as required.(Note : Vertical type MCB TPDB is normally used where 3 phase outlets are required.)4 way (4 + 12), Double door.
253	Supplying and fixing DP sheet steel enclosure on surface/ recess along with 25/32 A 240 V \\"C\\" curve DP MCB complete with connections, testing and commissioning etc. as required.
254	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.(a) Single pole.
255	Double pole
256	(b) Triple pole and neutral
257	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.25 mm
258	Supplying and fixing 20 A, 240 V, SPN Industrial type socket outlet, with 2 pole and earth, metal enclosed plug top along with 20 A \\"C\\" curve, SP, MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.
259	Supplying and fixing following rating, four pole, 415 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.63 A
260	Area LightingSupply, erection, testing and commissioning of individual 3mtr long (600mm below Ground) 65mm dia Class B GI pole, 750mm out reach single arm complete with base plate FRP terminal box, wiring from terminal to the fixture with 3core 2.5sq.mm copper conductor cable, MCB control and 2nos of 40mm dia Class B GI pipe for incoming and outgoing cable etc including PCC foundation, pedestal and Supply and installation of 40W LED Lamp Post top Lantern fixture Integral type with Lamp and Controlgear/driver etc complete as required.
261	Providing of Spiral coil earthing with 8 SWG GI wire including spreading of salt and charcoal as per IS 3043/87 with latest amendments complete as required.
262	Supply, Installation, testing & commissioning of 150W LED, Integral type, Medium bay, Flood Light Fixture with including control box and GI bracket as approved by EIC with 15A switch(wiring for the same shall be paid in RM)
263	SUB HEAD - IV : SEWAGE DISPOSALExcavating 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 excavatedsoil, 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, withina lead of 50 m :All kinds of soilPipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
264	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standard design :150 mm diameter S.W. pipe
265	Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :150 mm diameter
266	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 :a) 150 mm dia. R.C.C. pipe
267	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement :1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mmnominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone- III) : 8 graded stone aggregate 40 mm nominal size),inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :a) Inside size 90 x 80cm and 45 cm deep including CI cover with frame ( light duty) 455 x 610mm internal dimension, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15kg)i) With common burnt clay F.P.S (non modular) bricks of class designation 7.5
268	Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5.
269	Septic tank in R.C.C. including excavation in all kind of soil, P.C.C. in 1:4:8 / 1:2:4 R.C.C. - M25 work in foundation walls and slabs, FE-415 TMT Reinforcement, PVC incapsulated orange colour foot rest, R.C.C. Precast manhole cover shaft, sludge chambers etc. complete with waterproof plaster inside/outside & 40mm thick PCC flooring as per enclosed dwg.25 users.
270	SUB HEAD - V : AREA DEVELOPMENT AND DRAINAGECABLE TRENCH
271	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil
272	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.
273	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
274	Providing and laying in position plain cement concrete 1:4:8 (1 cement : 4 coarse sand (zone-III) derived fromnatural sources : 8 graded stone aggregate using 40mm nominal size derived from natural sources) excluding the cost of centering and shuttering all work upto plinth level etc. complete.
275	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
276	Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
277	Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all level. a) Thermo-Mechanically Treated bars of grade Fe-500D or more.
278	Centering and shuttering including strutting, propping etc. and removal of form for
279	Foundations, footings, bases of columns, etc. for mass concrete.
280	12 mm cement plaster 1:3 (1 cement: 3 fine sand) finished with a floating coat of neat cement.
281	EXTERNAL AND STORM WATER DRAIN
282	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil
283	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.All kinds of Soil
284	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.
285	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
286	Providing and laying in position plain cement concrete 1:4:8 (1 cement : 4 coarse sand (zone-III) derived fromnatural sources : 8 graded stone aggregate using 40mm nominal size derived from natural sources) excluding the cost of centering and shuttering all work upto plinth level etc. complete.
287	Providing and laying cement concrete 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) in 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.
288	Centering and shuttering including strutting, propping etc. and removal of form for :
289	Foundations, footings, bases of columns, etc. for mass concrete.
290	Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in : Cement Mortar 1:6 (1 cement : 6 coarse sand).
291	12 mm cement plaster 1:3 (1 cement: 3 fine sand) finished with a floating coat of neat cement.
292	Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with lime sand etc. all complete as per the direction of Engineer-in-charge.
293	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
294	SUB HEAD - VI : BOUNDARY WALLDismanling of Boundary Wall
295	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar.
296	Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
297	Site Clearance
298	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.
299	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil.
300	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-chargeOrdinary rock
301	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.All kinds of Soil
302	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.Ordinary rock
303	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.
304	Excavating holes more than 0.10 cum & upto 0.5 cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50 m and lift upto 1.5 m.All kinds of soil.
305	(b) Ordinary rock
306	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :(a) 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).
307	(b) 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).
308	Providing and laying cement concrete 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) in, 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.
309	Centering and shuttering including strutting, propping etc. and removal of form forFoundations, footings, bases of columns, etc. for mass concrete.
310	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
311	Lintels, beams, plinth beams, girders, bressumers and cantilevers.
312	Columns, Pillars, Piers, Abutments, Posts and Struts.
313	Steel Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at all levels. Thermo-Mechanically Treated bars of grade Fe-500D or more.
314	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum.
315	All works above plinth level upto floor V levelConcrete of M25 grade with minimum cement content of 330 kg /cum.
316	Add for using extra cement in the items of design mix over and above the specified cement content therein.
317	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :Cement mortar 1:6 (1 cement : 6 coarse sand).
318	6mm cement plaster with cement mortar 1:3 (1 cement : 3 fine sand)
319	12 mm cement plaster of mix :1:6 (1 cement: 6 fine sand).
320	15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand).
321	Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (Two or more coat applied @ 1.67 ltr/ 10 sqm) on existing cement paint surface.
322	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture.
323	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
324	Providing and fixing Chicken wire mesh at the junctions of RCC and brick work, 100mm overlapping on both sides with all necessary hardware etc., complete.
325	Providing and fixing Pre moulded Joint filler, 25 mm thick bitumestic pad for expansion joint of boundary wall after making the joints dust free, all complete as per direction of the Engineer-in-Charge.
326	Miscellaneous Work
327	Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
328	Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately).
329	Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge.Made of G.I. wire of dia 4 mm.
330	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
331	SUB HEAD - VII : OTHER SPECIALIZED SERVICESSupplying of mobile lockers/Key chain locker/Baggage locker Number of lockers 18-20 shelves 5. Type of lock Pad lock Dimension 1500 x 500 x 900 milimeter stainless steel, Surface finish Polished.
332	WATER COOLER RO SYSTEMProviding seven stage water purification , the new Aquaguard PureChill RO Storage Cooler cum Purifier with its one of a kind purification technology (RO), with cooling and storage solution of following specification.Approximate External Dimension (W X D X H) - 640 x 450x 1350 mmRunning Current in Amps.(Max) - 4.5 ± 10 % Power in Watts (Max) - 700 ± 10 %, Water Storage Tank Capacity - 80 Ltr.Capacity with Comfort Level Water Outlet Temperature at 17° C ± 1° C 60 Ltr. Compressor Refrigerant - Freon22 Stages Details - 1. Particulate Filter 2. Pre Carbon Block Filter 3. Anti Scalant Filter 4. Sediment Filter 5. Reverse Osmosis membrane Filter 6. Post Carbon Block Filter 7. Nano Silver Leaching Filter RO Membrane Rating 4 No.x 75 GDP Quoted Percentage (+) / (-) and Total Amount in Figures(inclusive of CP / OH and levied Taxes) Please Enable Macros to View BoQ information

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