Tender For Renovation And Electrification Work Workshops Buildings At Govt. I.T.I. Charbagh District-Lucknow (U.P.), Lucknow-Uttar Pradesh

TDR : 48863417

Tender Notice
BOQ

Expired

Lucknow , Uttar Pradesh

Tender Brief : Tender For Renovation And Electrification Work Workshops Buildings At Govt. I.T.I. Charbagh District-Lucknow (U.P.)

Document Fees
₹ 17700 /-

EMD
₹ 876000.0 /-

Tender Value
₹ 4.37 Crore /-

Submission Date
09-05-2025

Competition Type
Indian

Bidding Type
Tender

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1	Renovation and Electrification workworkshops Buildings at Govt. I.T.I.CharbaghDistrict-Lucknow (U.P.)
2	DISMANTLING / REPAIR WORK
3	Dismantling roofing including ridges,hips valleys and gutters etc,and stacking the material within 50 metres lead of.
4	Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles 10 mm to 25 mm
5	Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead : of area 3 sq. metres and below
6	Dismantling brick work in lime cementmortar and including stacking of materials as directed by Engineer in charge with in a distance of 60 meter.
7	Dismantling existing plaster including disposal of refuse as directed by Engineer-in-charge with in a distance of 60 meters (200 feet )
8	Dismantling of griders, trusses & other steel work including stacking dismantled materials as directed by Engineer in charge with in a distance of 60 meter.
9	Reinforced cement concrete work in beam ,suspended floors,roofs having slope up to 15 \"landing ,balconies ,shelves chajjas,lintel, bands, plain window sills ,staircases and spiral stair cases above plinth level up to floor five level excluding the cost of centering ,shuttering , finishing and reinforcement with 1:1.5:3 (1 cement :1.5 Coarse sand (Zone -III) : 3 graded stone aggregate 20 mm nominal size )(Lintel Band )
10	Reinforced cement concrete work in beam ,suspended floors ,roofs having slope up to 15 landing ,balconies shelves, chajjas, lintels, bands plain windows sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering ,shuttering, finishing and reinforcement with 1:1.5:3 (1 Cement :1.5 coarse sand (zone -III) : 3 graded stone aggregate 20 mm nominal size (Projection)
11	Steel reinforcement for R.C.C. work including straightening cutting bending ,placing in position and binding all complete above plinth level.Thermo Mechanically Trested bars of grade Fe.500 or more.
12	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
13	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).
14	Note: For WPC solid door/window frames, minus 5mm tolerance in dimensions i.e depth and width of profile shall be acceptable. Variation in profile dimensions on plus side shall be acceptable but no extra payment on this account shall be made. Frame size 65 x 100 mm
15	Providing and fixing factory made single extruded WPC (Wood Polymer Composite) solid decorative type flush door shutter of required size comprising of virgin 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) having minimum density of 650 kg/cum and screw withdrawal strength of 1800 N (Face) & 900 N (Edge), minimum compressive strength 50 N/mm2, modulus of elasticity 850 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.
16	WPC to be laminated with PVC foil of minimum 14 microns thick of approved design pasted with hot melt adhesive on both faces of shutter and fixing with stainless steel butt hinges of required size with necessary full body threaded star headed counter sunk S.S screws, all as per direction of Engineer-In- Charge. (Note: stainless steel butt hinges and necessary S.S screws shall be paid separately)
17	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).
18	Providing and fixing factory made uPVC white colour sliding glazed window upto 1.50 m in height dimension comprising of uPVC multi-chambered frame with in-built roller track and sash 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), appropriate dimension of uPVC extruded glazing beads and uPVC extruded interlocks, EPDM gasket, wool pile, zinc alloy (white powder coated) touch locks with hook, zinc alloy body with single nylon rollers (weight bearing capacity to be 40 kg), G.I fasteners 100 x 8 mm size for fixing frame to finished wall and necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut and fusion welded at all corners, 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 sealent over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge. (Single / double glass panes, wire mesh and silicon sealent shall be paid separately). Variation in profile dimension in higher side shall be accepted but no extra payment on this account shall be made.
19	Three track three panels sliding window with fly proof S.S wire mesh (Two nos. glazed & one no. wire mesh panels) made of (big series) frame 116 x 45 mm & sash 46 x 62 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead / double glazing bead of appropriate dimension. (Area of window above 1.75 sqm).
20	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).
21	Casement door single panel with zinc alloy (zamak) 3D hinges, multi-point locking system with cylinder, zinc alloy (zamak) powder coated handles on both sides.Using R3 series with frame (55 mm & above) x (50mm & above) & sash (55 mm & above) x (85mm & above) & French (False) mullion (55 mm & above) x (60mm & above). (Height upto 2.5 metre).
22	Float glass panes 5.0 mm thick glass panes (weight not less than 12.50 kg/sqm).
23	Providing and fixing 6mm thick both sides Pre-laminated cement bonded wood particle board as per IS : 15786:2008 of approved brand and shade with suitable full threaded steel screws etc. on the backing of racks, drawer, cupboard, kitchen cabinet under kitchen counter etc. all complete as per direction of Engineer-in-charge.
24	Providing and fixing chromium plated brass curtain rod having wall thickness of 1.25mm with two chromium plated brass brackets fixed with C.P. brass screws and PVC sleeves etc., wherever necessary complete : 25 mm dia
25	Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4mm wide aperture with matching wood beading.
26	15mm thick plaster in inner walls with proportion of 1:6 cement & approved coarse sand
27	12 mm plaster in Outer walls with proportion of 1:6 cement & approved coarse sand
28	Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level suspended on inter locking matal grid of hot dipped galvanized steel section (galvanized @ 120 grams/ sqm both side inclusive )consisting of main \"\"T\"\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet spaced at 1200 mm center to center and cross \"T\" of size 24 x25 mm long spaced between main.\"T\" at 600 mm center to center to form a grid of 1200 x 600 mm and secondary cross \"T\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum ) sheet to be interlocked at middle of the
29	1200 x 600 mm panel to form of 600 x600 mm and wall angle of size 24x24x0.3 mmand laying false ceiling tiles of approved texture in the grid including ,required cutting /making opening for services like diffusers ,grills light fittings ,fixture ,smoke detectors etc. Main \"T\" runner to be suspended from ceiling using GI slotted cleats of size 27x37x25x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners ,4 mm GI adjustable roads with galvanised butterfly level clips of size 85x30x0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T- sections shall be pre-painted with polyester paint all complete for all heights as per specificatins ,drawing and as directed by Engineer -in-charge .
30	12.5 mm thick square edge PVC laminated Gypsum tile of size 595 x 595 mm , made of Gypsum plasterboard ,manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16 mm thick fire retardant PVC film on the face side and 12 micron metalized polyesteron the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edges and the back side metalized polyester film so as to make the tiles .
31	One priming coat & one coat oil distemper on new work including supply of material , labour T & P etc. Required for proper completion of the work .(Two coat)
32	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 supply of material ,labour T&P etc. Required for proper completion of the work .(Two Coat )
33	Providing and applying white cement based putty of average thickness 1 mm ,of approved brand and manufacturer ,over the plastered wall surface tp prepare the surface even and smooth complete.
34	Painting two coat over priming coat (but including cost of priming coat) on steel and other metal surfaces up to 10 cm. width or girth or small articles not exceeding 0.10sqm in area white superior synthetic enamel such as LUXOL3 apcolite superlac, DULUX specified brushing to give an even shade and including cleaning the surface of all dirt,dust and other foreign matter sand papering and stoping including cost of all materials, labour, t & p etc. required for proper completion of the work.
35	Providing & fixing S.S. Sliding bolts 16 mm dia with nuts and 250 mm long
36	Providing & fixing Stainless steel tower bolt with10 mm dia & 250 mm long screw
37	10 mm dia & 250 mm long
38	10 mm dia & 200 mm long
39	Providing & fixing Stainless steel door handles withscrews 150 mm long
40	Providing and fixing 150 mm bright finished floor brass door stopper with rubber cushion, necessary brass screws etc. to suit shutter thickness complete
41	Providing and fixing aluminium die cast body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and door width upto 700 mm), with necessary accessories and screws etc. complete.
42	Disposal of malwa including loading & unloading Refused material within distance of 10.00 Km from site.
43	Centering and shuttering including strutting, propping etc. and removal of form for
44	Lintels, beams, plinth beams, girders, bressumers and cantilevers
45	Suspended floors, roofs, landings, balconies and access platform
46	Brick work with common burnt clay (non modular) bricks of class-150 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand)
47	Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover
48	SHED WORKS
49	Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches.
50	Providing and laying in position ready mixed or site batched design mix cementconcrete for plain 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 and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Concrete of M10 grade with minimum cement content of 220 kg /cum
51	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
52	Treatment of soil under existing floors using chemical emul sion @ 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
53	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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
54	R.C.C. Work in Plinth band
55	R.C.C. Work in Footing
56	R.C.C. Work in Column
57	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chaijjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
58	R.C.C. Work in Lintel
59	R.C.C. Work in Column
60	Steel reinforcement for R.C.C. work including straightening cutting bending ,placing in position and binding all complete above plinth level.Thermo Mechanically Trested bars of grade Fe.500 or more.
61	Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
62	Brick work with common burnt clay F.P.S. (non modular) bricks of class 150 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)
63	15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)
64	12mm cement plaster in single coat on fair side of single or half brick wall for exterior plastering up to floor two level including internal rounded angles chamfers, and/or roundedangles not exceeding 80mm in girth and finished even and smooth no extra for mixing any additive. (1) 1 cement : 6 coarse sand.
65	15 mm cement plaster in single coat on rough side of single or half brick wall for interior plastering up to floor two level including internal rounded angles not exceeding 80 mm in girth and finshed even and smooth. (1) 1 cement : 6 coarse sand.
66	Distempering (Two coat) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including a priming coat with cement primer of approved brand & manufacture such as Berger,J&N, Shalimar, Asian paints after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all materials.
67	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
68	Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm Language as per dsr
69	Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-incharge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).
70	Supplying & Laying of Surface Pattern: Rain Drop flooringWidth:1.8 M Length: 18/21 M Thickness: 7MM including all necessary T&P complete in direction of engineer in charge.
71	Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand).
72	Centering and shuttering including strutting, propping etc. and removal of form for all heights :
73	Foundations, footings, bases of columns, etc. for mass concrete.
74	Suspended floors, roofs, landings, balconies and access platform.
75	Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick
76	Columns,Pillars, Piers, Abutments, Posts and Struts.
77	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). Suspended floors, roofs, landings, beams and balconies (Plan area to be measured)For Height 7.0 Mt (7.0-3.5)384.3 For 6.0 Mt height(6.0-3.5)384.3
78	SELF-SUPPORTING ROOF SYSTEM (TRUSS LESS)SPECIFICATION: - Providing and fixing self-supporting steel roofing system (Proflex) for a Godown or alike made up of structural grade steel sheet of 912 millimetre width (tolerance + / - 2 millimetre), moulded at site using mechanical press dies to the desired curve and shape to form 605 millimetre wide interlocking panels. The interlocking panels shall be pressed to close the seam forming water tight joints for a span of 25.3 meter . The base material made up of imported galvalume steel complying to ASTM A792 having base metal thickness of 1.2 millimetre (tolerance + / - 0.02 millimetre) with alloy coating AZ 150 and paint coating of regular modified polyester, top coat 25 micron and bottom coat 12 micron as per approved colour, including fixinghangers, clamps etc. as may be necessary of Proflex standard and make of ppgl sheet of Jsw coated product Ltd, Latim, Tata, Apollo and supply by Sanmit Roofing solutions pvt Ltd, Trussless Roofing and equivalent supplier including fixing sky light of 2millimetrethick polycarbonate sheet of size 2\" x 14\" and turbo ventilator of24\"\" diameter to be installed at every 30 feet along the length of roof includingfinishing, testing and cleaning etc. Complete.
79	Supply & Laying of Polycarbonate sky light
80	Supply & Laying ofair ventilators
81	Providing, fabricating and fixing/ erection of4-5mm SS plate/MS sheet powder coated in approved shade at desired location as per approved drawing ,having Helvetica Font with 72mm size Also including cost of providing and fixing of fasteners complete in all respects as per Architect in charge
82	Providing and fixing 450X900 powder coated 4-6mm MS sheet and 25mm Corian Signage at desired locations with letters (in english, hindi and Braille) and illustrations - etched, through cut, infilled or painted, also including the cost of design, fabrication and onsite installation with all the necessary accessories and equipments for fixing on any surface as per drawing and design approved from Architect in charge English: Helvetica Font with min. 16 size Hindi: Krutidev Fontwith min. 16 size
83	25mm thick 1:2:4 plain cement concrete floor (1 cement :2 coarse sand :4 graded stone aggregate 12-20mm nominal size laid in one layer neat cement.
84	Construction of drain along with apron.
85	Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with waterroofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for For the purpose of measurement the entire treated surface will be measured.
86	ELECTRIFICATION WORKS
87	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS 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 PVC insulated copper conductor single core cable etc. as required. Group - C
88	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.
89	2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
90	2 X 4 sq. mm + 1 X 4 sq. mm earth wire
91	2 x 10 sq.mm + 1 x 6sq.mm. earth wire
92	4 x 10 sq.mm + 2 x 6 sq.mm. earth wire
93	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 Industrial socket with switch, connection etc. as required.
94	Supplying and fixing modular blanking plate on the existing modular plate & switch box excluding modular plate as required
95	Installation ,Testing, Commissioning of wall bracket /ceiling fittings of all sizes and shapes containing upto two GLS/CFL/LED lamps per fitting, complete with all accessories including connections etc. as required.
96	Supply of High bay 80W LED LIGHT , suitable for 24Hr Continuous Operation, 7000-8500 system lumens, 100lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70, complete in all respect.- Make Havells SAUCERGENXHBP80WLED757P60DBOLTG
97	Supply of LED Flood light 50 Watt , suitable for 24Hr Continuous Operation, 110lm/W,PF>0.95, THD <10% at full load, CRI>80, Avg Life Class 50000Hrs @L70, CCT 3000K, complete in all respect,
98	Supply, Installation, Testing and Commissioning of 600mm heavy duty wall fan-Make Havells Turbo Force WallGrey FHACWSTSCL24
99	Supplying and fixing following way ,single pole and neutral,sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) 6 Way Double Door
100	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) 4 Way Double door
101	Supplying and fixing following way surface/ recess mounting, vertical type, 415 V, TPN MCB distribution board of sheet steel, dust protected, duly powder painted, inclusive of 200 A, tinned copper bus bar, common neutral link, earth bar, din bar for mounting MCBs (but without MCBs and incomer) as required.(Note : Vertical type MCB TP DB is normally used where 3 phase outlet are required.)
102	4 way (4 + 12), Double door
103	8 way (4 + 24), Double door
104	Supplying and fixing following rating, four pole, 415 V, MCB in the existing MCB DB complete with connections, testing and commissioning etc. as required
105	40 amps TP MCB
106	40 amps 4P MCB
107	Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \"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.
108	Single pole
109	Double pole
110	Triple pole
111	Supplying and fixing single pole blanking plate in the existing MCB DB complete etc. as required.
112	Supplying and fixing 20 A, 415 V, TPN Industrial type socket outlet, with 4 pole and earth, metal enclosed plug top alongwith 20 A \"C\" curve, TP, 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.
113	Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.
114	The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCB\"s to be used.All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports.
115	The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section.
116	The minimum clearances between bus bars shall be as follows :
117	Phase to phase - minimum 20mm
118	Phase to neutral-minimum 15mm
119	MAIN LT PANEL
120	Incoming :
121	1 No 320 Amp. 4P MCCB of 25KA (Ics=Icu)Breaking Capacity
122	Metering :
123	1 Set of CT\"s one of 320/ 5Amp ratio for Multifunction Meter
124	1 Set of Phase Indication Lamp.
125	Bus Bar :
126	One (1) No. 400 Amp. FP aluminimum bus bar of suitable length.
127	Outgoing :
128	Phase indication lamps on each outgoing to be provided.
129	125 Amps FP MCCB of 25KA - 4 No
130	63 Amps FP MCCB of 25KA - 2 No
131	32 Amps DP MCB of - 2 No
132	Space for spare-2 Nos.
133	Panel described as above
134	POWER PANEL
135	INCOMING
136	1No. Of 125 Amps FP MCCB of 35KA breaking capacity
137	Metering :
138	1 Set of CT\"s one of 125/ 5Amp ratio for Multifunction Meter
139	One (1) Set of Phase Indication Lamp.
140	BUS BAR
141	1 Set of 150 Amps TPN Aluminium Bus Bars
142	OUTCOMING
143	40 Amps FP MCB of 10KA - 8 No
144	2 No. SPACE & SPARE
145	Panel described as above
146	Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required. Details of cost for one each
147	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 etc. (but with charcoal or coke and salt) as required.
148	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)
149	Providing and laying earth connection from earth electrodewith 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earthelectrode including connection with G.I. thimble excavation andre-filling as required.
150	Providing and fixing 25 mm x 5 mm G.I. strip on surface or in recess for connections etc. as required.
151	Laying of one number PVC insulated and PVC sheathed / XLPE powerCable 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 185 sq.mm. and up to 400 sq.mm.
152	Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required Above 185 sq.mm. and up to 400 sq.mm.
153	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. Upto 35 sq. mm (clamped with 1mm thick saddle)
154	Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp)
155	Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp)
156	Supply of following siz of 1.1KV grade multicorealuminium conductor XLPE insulated and PVC shethed armoured cable as per IS 7098:1988 with up to date amendment
157	3.5 x 300 sq.mm.
158	3.5 x 50 sq.mm
159	4 x 16 sq.mm
160	3 x 6 sq.mm
161	Supplying and making cable end terminations with brasscompression gland and aluminium lugs for following size of PVC insulated PVC sheathed/XLPE aluminium conductor cable of 1.1 KV grade, completeas required.
162	2 X 6 sq. mm (19mm)
163	3½ X 50 sq. mm (35mm)
164	3½ X 300 sq. mm (70mm)
165	4 X 16 sq. mm (28mm)
166	Providing, laying and fixing following dia G.I. pipe (mediumclass) in ground complete with G.I. fittings including trenching(75 cm deep)and re-filling etc as required 100 mm dia
167	Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 100 mm wide x 50 mm depth x 1.6 mm thickness.
168	Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray \"bends\" (galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required. 100 mm wide x 50 mm depth x 1.6 mm thickness.
169	Supplying and installing following size of perforated Hot DippedGalvanised Iron cable tray \"Tee\" (galvanisation not less than 50microns) with perforation not more than 17.5%, in convenientsections, joined with connectors, suspended from the ceilingwith G.I. suspenders including G.I. bolts & nuts, etc. as required. 100 mm wide x 50 mm depth x 1.6 mm thickness.
170	PLUMBING WORKS
171	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 dia (for rain water)
172	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.
173	Single Push Fit Coupler
174	110 mm dia
175	Single tee with door
176	110x110x110 mm
177	Plain bend 87.5 deg
178	110 mm dia
179	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm 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 dia
180	Making khurras 45x45 cm with average minimum thickness of 5cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
181	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 50m: All kind of soil Pipes, cables etc. exceeding 80 mm dia . But not exceeding 300mm dia.
182	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design : 100mm dia SWpipe
183	RAIN WATER HARVESTING
184	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge.
185	In all kind of soil upto 1.5m depth
186	In all kind of soil upto 1.5m to 3.0m. depth
187	In all kind of soil upto 3.0m to 4.5m. depth
188	In all kind of soil upto 4.5 m to 6.0m. depth
189	Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.
190	Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
191	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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
192	Same as above but for Suspended floors, roofs, landings, balconies and access platform.
193	Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
194	12mm cement plaster on rough side of single or half brick wall mix 1:3 (1 cement : 3 Coarse sand)
195	Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar
196	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter
197	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. Drilling of 300mm dia bore hole manually.
198	Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 150 mm nominal size dia
199	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.
200	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.
201	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 -incharge.
202	Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
203	Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50m and lift upto 1.5 m, as directed by Engineer-incharge.
204	In all kind of soil upto 1.5m depth
205	In all kind of soil upto 1.5m to 3.0m. depth
206	Providing and laying in cement concrete 1:2:4 (1 cement :2 coarse sand :4 graded Stone aggregate 20 mm nominal size) and curing complete,including cost of form- work,in foundation and floors.
207	Class M-150 brick work in 1:4 cement coarse sand mortar infoundation & plinth including supply of all materials, labour, tools and plants etc. required for proper completion of the work.
208	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-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
209	Same as above but for Suspended floors, roofs, landings, balconies and access platform.
210	Providing & Fixing Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.
211	15mm cement plaster on rough side of single or half brick wall mix1:3 (1 cement : 3 Coarse sand)
212	Providing M.S. foot rests including fixing in manoholes with 20x20x10 cm cement concrete blocks 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) as per standard design: With 20x20mm square bar
213	Providing and fixing in position precast RCC manhole cover and frame of required shape and approved quality. M.D. -10- Circular shape 500mm internal diameter
214	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 50m: up to 1.50 m depth Pipes 80 mm to 300 mmdiameter
215	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 150 mm. dia.
216	Providing and laying cement concrete 1:5:10 (1 cement: 5 coarse sand : 10 graded stone aggregate 40mm nominal size) upto the haunches of pipes including bed concrete as per standard design 150 mm. dia.
217	Constructing brick masonry INSPECTION chamber 60x60x75 cm with bricks of class designation 50 in cement mortar 1:4 (1 cement : 4 coarse sand) including CI cover with frame LIGHT WEIGHT complete as perdesign. With FPS bricks
218	AIR CONDITIONING SYSTEM
219	SITC of 5 Star 2 TR Wall Hung Split Air condition including stabilizer, piping, etc complete in all respect
220	FIRE FIGHTING WORKS
221	Supply & fixing of fire extinguisher, ABC Type 6.00 kg. capacity(ISI Marked IS:15683 & TAC approved) comlete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.
222	Supply & fixing of CO2 type fire extinguisher,6.5 kg. capacity(ISI Marked IS:2878 & TAC approved) comlete with initial charge and wall bracket, along with supply of all materials and labour for proper completion of work.
223	Supply and fixing of fire bucket, round bottom made of G.I. sheet 9-11 litres capacity duly painted as per fire brigade design, supported on hanging bracket chained and locked, initially filled with fine river sand, water as per directions of Engineer-in-Charge.
224	Supply and fixing of self illuminated \"EXIT\" signs made out from not less than 4 mm of transparent acrylic sheet of 300 x 150 mm size with self illuminated plastic words of 100 mm height suspended from ceiling by means of M.S. chain or fixed of the walls as required and as directed at site.
225	DEVELOPMENTS WORKS
226	Cost of earth filling[carted earth at different places for road]
227	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 i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
228	P/F of CPVC Pipe 150 mm dia as per ISI:12818 (for cross drainage and other utilities)
229	Providing Retro-reflective regulatory sign board of size 900 mm dia metre made out of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated lens type retro -reflective sheeting as approved by Engineer-in-charge . Letter, symbols, borders etc. will be as per IRC - 67 with required colour scheme on the boards and with the high intensity grade A. The aluminium sheet to be riveted to M.S. frame of angle iron of size 40x40x4 mm. The boards will be fixed to 1 No. 50x50 mm square post made of M.S. angle 50x50x4 mm, 4 m long welded to the frame with adequate anti-theft arrangement .Sheet work to be painted with two or more coats of synthetic enamel paint over an under coat (primer) and back side of aluminium sheet to be painted with two or more coats of epoxy paint including appropriate priming coat complete in all respects as perdirection of Engineer-in-charge.
230	C.C. ROAD
231	Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches.
232	Prepration and consolidation ofsub grade with power road roller of 8 to12tonne capacity after excavating earth to an average of 22.5 cm depth , dressing to camber and consolidating with road roller including making good undulations etc. and re-rolling the subgrade and disposal of surplus earth with lead up to 50 meters.
233	Class -150 brick work in 1:4 cement and coarse sand mortar infoundation and plinth including supply of all materails , labourtools and plants etc. required for proper completetion of the work.
234	Providing and laying cement concrete 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone ballast 40 mm. nominal size ) indcluding supply of all materials , labours and T & Petc. required for proper completion of the work and curing complete , Also including cost of form work in foundation.
235	Construction of granular sub base by providing close graded material conforming to specifications , mixing in mechanical mix plant at OMC , carriage of mixed material by ippers 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 specification and directions of engineering - charge with material conforming to grade II (size range 53mm to 0.075 mm ) having CBR value 25.
236	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; usingcoarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures inrecommended 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 andreinforcement as per direction of the engineer-in-charge; for thefollowing grades ofconcrete.Concrete of M30 grade with minimum cement content of 350 kg /cum
237	Cutting and Making expansion joint size of 8mm width and 18-20 mm deep in R.C.C. road through to heavy duty R.C.C. cutting machine and fitting polysulphide sealent in expansion joint size of 8 mm wide and 3 mm depth including sealent 8 mm x15 mm with debounding strips as per direction of Engineer in -charge
238	Mild steel or iron inplain work such as reinforced concrete or reinforced brick work (when not included in overall rates) wrought to shape as neccssary including bending for proper completion of work and including supply of all steel and wastage & over lapping and hooks.
239	Cement plaster 1:3 (1 cement :3 coarse sand ) finished witha floating coat of neat cement 20 mm cement plaster.
240	FOOTPATH ( 80 MM INTERLOCKING TILES) WITH KERB STONE
241	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.
242	Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m (5 fts.) and lead upto 30 mt. (100 fts.) & including filling, watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-Incharges upto a distance of 30mt. (100 fts) from the foundation trenches.
243	Prepration and consolidation ofsub grade with power road roller of 8 to12tonne capacity after excavating earth to an average of 22.5 cm depth , dressing to camber and consolidating with road roller including making good undulations etc. and re-rolling the subgrade and disposal of surplus earth with lead up to 50 meters.
244	Class -150 brick work in 1:4 cement and coarse sand mortar infoundation and plinth including supply of all materails , labourtools and plants etc. required for proper completetion of the work.
245	Providing and laying cement concrete 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone ballast 40 mm. nominal size ) indcluding supply of all materials , labours and T & Petc. required for proper completion of the work and curing complete , Also including cost of form work in foundation.
246	Construction of granular sub base by providing close graded material conforming to specifications , mixing in mechanical mix plant at OMC , carriage of mixed material by ippers 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 specification and directions of engineering - charge with material conforming to grade II (size range 53mm to 0.075 mm ) having CBR value 25.
247	Providing and laying 60 mm thick faciory 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 line sand etc. all complete as per the direction of Engineer-in-charge.
248	Cement plaster 1:3 (1 cement :3 coarse sand ) finished witha floating coat of neat cement 20 mm cement plaster.
249	DRAIN
250	Earth work in Excavation in foundation in ordinery soil ( loam ,Clay or sand ) including lift upto 1.50 m and lead upto 30 m and including filling watering and rammingof excavated earth into the trenches or into the space between the building and the sides offoundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in charge upto a distance of 30 m from the foundation trenches .
251	Providing and laying Cement concrete 1:4:8 (1 Cement : 4 Coarse sand : 8 graded stone ballast 40 mm . Nominal size ) including supply of all materials , labour and T & P etc. Required for proper completion of the work and curing complete ,also including cost of form work in foundation .
252	Brick work with brick of class designation 150 in foundation and plinth in cement mortar (1 cement : 4 coarse sand)
253	15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand)
254	40 mm thick Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement
255	CULVERT
256	Excavation of foundation in ordinary soil (loam clay or sand) including lift upto 1.50 meter and lead upto 30 meter and including filling, watering and ramming of excavated earth into the trenches or into the space between the building and sides of foundation trenches or into the plinth and removal and disposal of sur-plus earth as directed by the Engineer incharge up to a distance of 30 meters from the foundation trenches. DSR - 2.8.1
257	Providing and laying in cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete,including cost of form- work,in foundation and floors. DSR-4.1.8
258	R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in Slab excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and excluding necessary centering and shuttering etc.and also including supply of all materials, labour, tools & plants etc, required for proper completion of the works. including cost of binding wire.
259	R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in Raft Footing & Foundation excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and excluding necessary centering and shuttering etc.and also including supply of all materials, labour, tools & plants etc, required for proper completion of the works. including cost of binding wire.
260	R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone grit in the proportion of 1:1.5:3 in RCC Wall excluding supply of reinforcement and its fixing and binding the same with 24 BWG binding wire and excluding necessary centering and shuttering etc.and also including supply of all materials, labour, tools & plants etc, required for proper completion of the works. including cost of binding wire.
261	P/F Mild steel or iron in plain work such as reinforced concrete or reinforced, brick work (when not included in over all rates ) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorised over lapping shall be measured upto floor two level.DSR 5.22.6
262	Centering and shuttering including strutting, propping etc. and removal of form for
263	Suspended floors, roofs, landings, balconies and access platform. DSR-5.9.3
264	Foundations, footings, bases of columns, etc. for mass concrete. DSR-5.9.1
265	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. DSR-5.9.2
266	EXTERNAL ELECTRICAL LIGHTING
267	Supplying and fixing steel tubular pole 9 Meter long designated 410 SP-32 in 1:3:6cement concrete foundation including excavation back filling etc. complete in all respects
268	Painting of the electric pole with 2 coats of aluminium paint over red oxide primer complete in all respects.
269	Supply and burying of safe earthing electrode T-19 (Hot Dip Galvanized) length upto 2000 mm, outer G. I. Pipe 50 mm, Inner Pipe 25, terminal dia 12mm, outer G.I. pipe of 16SWG and inner G. I. pipe of 12 SWG with Hot Dip Galvanized up to 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive and conductive property with 50 Kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity along with 30cm square C.I. frame with hinged over & masonry husing from electrode terminal to switch board cost of 25 x 3 G. I. strip will be extra.
270	Supply and laying of 32mm x 6mm G.I. strip from earth electrode directly in the ground as required complete in all respects.
271	Supply and laying of 25mm x 3mm G.I. strip from earth electrode directly in the ground as required complete in all respects.
272	Supply and fixing of one number 8 SWG G.I wire in 15mm dia. G.I pipe for earthing laid in ground or in wall duly concealed including the cost of cement, sand, labour, T&P other material required for proper completion of the work as directed at site.
273	Supply and laying of aluminium conductor, PVC insulated armoured, served, sheated cables 1100 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand all around and protected with burnt bricks on sides and top on surface, the cable runshallbefixedonM.S.clampsetc.10 sqmm2 core
274	Supply and fixing of LED street light fitting having dia cast aluminium body and diffuser with driver set suitable for 140-150 watt confirming to IP 66 protection complete in all respects. CAT AAA
275	S/Laying of 63/90 mm PVC. Pipeetc. complete in all respect.
276	Supply & fixing of plain type aluminium Plug to the cable leeds included with tape and making connection etc.
277	Supply & fixing of gate light with bolts nuts, washers, anchor plates etc complete in all respects.
278	Supply &laying of1.5 mm x2corecopper cable inside pole.
279	Supply and fixing of Bakelite sheet 3 mm thick of suitable size & connector
280	Supply and fixing of In Ground Compact and robust design with diecast aluminium housing and stainless trim, IP68 waterproof connectors built with dirver set suitable for 3W Watt complete in all respect.
281	Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.
282	Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCB\"s to be used.All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports.
283	Supply, installation, testing and commissioning of electrical panel, modular type, front accessible only, free floor standing confirming to Minimum IP:43 degree of protection.The panel sheet structure shall undergo seven tank pre-treatment process before painting.The sheet steel shall be all of 2.0mm thick CRCA sheet.All the openable compartments of the panel shall be completely shrouded and provided with padlocking arrangement on all compartments including bus bar and cable alley chambers.The panel height shall not exceed 2200mm and the maximum operating height for any switchgear shall not be more than 1700mm.The panel shall be provided with minimum 75mm base channel frame fabricated from ISMC sections.All bus bar links in the panel shall be solid bus bars with coloured PVC shrinkable sleeves, no wires will be acceptable.Continuous earth bus shall run alround the panel with earthing studs provided at minimum 2 places.The control wiring shall be carried out with minimum 1.5/2.5 sqmm copper wires and adequate number of NO/NC, potential free contacts incorporated for remote operation of the starters.
284	Proper sized cable termination gland plates shall be provided oncable alleys and knockouts for same shall be provided during fabrication stage itself.The panel shall be provided with a thermostatically controlled heating arrangement (200 W) to take care of high humidity conditions.A 5A socket service outlet (single phase) shall be provided in one of the compartments as ervice outlet in the panel.Panel shall be so designed at to have minimum 20% spare feeders/space.Panel shall undergo epoxy powder coated paint, colour as per IS:5 requirement.All cable terminations shall be from top.The complete panel shall be fuse less type, for control circuits 2A/6A MCB\"s to be used.All bus bars shall be of aluminium, electrolytic grade only.Maximum design density shall not exceed 1 Amps/Sqmm.All bus bars shall be insulated with coloured heat shrinkable PVC sleeved.All bus bar supports shall be non hygroscopic DMC/SMC supports.
285	The panel shall be manufactured in conformance to requirements of local electrical inspector and it shall be contractors responsibility to get initial approval of drawings and also final approval of complete electrical works related to this section.
286	The minimum clearances between bus bars shall be as follows :
287	Phase to phase - minimum 20mm
288	Phase to neutral-minimum 15mm
289	One (1) No 100 Amp. 4P MCCB of 25KABreaking capacity
290	Metering :
291	Multifunction Meter
292	Timer
293	One (1) Set of Phase Indication Lamp.
294	Bus Bar :
295	One (1) No. 150 Amp.TPN aluminimum bus bar of suitable length.
296	Outgoing :
297	Phase indication lamps on each outgoing to be provided.
298	04 No.40 Amp 4PMCCB. (10 KA)
299	12 No.10 Amp DPMCCB. (10 KA)
300	Panel described as aboveN.S
301	Constructing brick masonry INSPECTION chamber 60x60x75 cm with bricks of class designation 50 in cement mortar 1:4 (1 cement : 4 coarse sand) including CI cover with frame LIGHT WEIGHT complete as perdesign. With FPS bricks
302	GST Extra as applicable

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