Tender For Civil & Structural Works Of Township Boundary Wall, Approach Road For Existing Facilities, Strengthening Of Old Gasification Sub-Station Buildingand Other Miscellaneous Facilities Including Allied Electrical Works At Tfl, Talcher, Talcher-Odisha

TDR : 51955024

Tender Notice
Corrigendum Details
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Talcher , Odisha

Tender Brief : Corrigendum : Tender For Civil & Structural Works Of Township Boundary Wall, Approach Road For Existing Facilities, Strengthening Of Old Gasification Sub-Station Buildingand Other Miscellaneous Facilities Including Allied Electrical Works At Tfl, Talcher

Document Fees
Refer document

EMD
₹ 4510000.0 /-

Tender Value
Refer document

Submission Date
02-12-2025

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	17-11-2025	Amendment-IV	Date	02-12-2025
2	17-11-2025	Amendment-III	Technical Bid	02-12-2025
3	14-11-2025	Reply to Prebid Query Lot_1	Other	25-11-2025
4	12-11-2025	Amendment-II	Date	25-11-2025
5	31-10-2025	Amendment-I	Date	25-11-2025

Name of Work: TENDER FOR CIVIL & STRUCTURAL WORKS OF TOWNSHIP BOUNDARY WALL, APPROACH ROAD FOR EXISTING FACILITIES, STRENGTHENING OF OLD GASIFICATION SUB-STATION BUILDINGAND OTHER MISCELLANEOUS FACILITIES INCLUDING ALLIED ELECTRICAL WORKS AT TFL, TALCHER

Sl. No.	Item Description
1	PART-A ( Civil Works)
2	EARTHWORK
3	Earthwork in excavation in foundations of buildings, footings, columns, plinth beams, walls, machine/ equipment foundations, isolated pits, pavements, trenches for pipelines /cables, pipe sleepers, drains, etc., to the required levels and grades in both dry and wet conditions, including dressing of sides and ramming of bottoms, getting out excavated earth with lift upto 1.5 M and disposal of surplus excavated materials anywhere within plant premises including stacking, levelling and dressing etc., complete as per direction of Engineer-in-Charge(E.I.C.) in all kinds of soils as defined in IS: 1200 including providing temporary supports to all service lines such as overhead and underground water, sewage and drain pipes, cables etc. and shoring and strutting wherever necessary, complete in all respects as per direction of Engineer-in-Charge.
4	Same as Item No. 1.01, but lift from 1.5 M to 3.0 M.
5	Same as Item No. 1.01, but lift from 3.0 M to 4.5 M
6	Filling with available excavated good earth (excluding rocks / boulders), as approved and directed by Engineer-in-Charge, in trenches, plinth, under floors, sides of foundation etc., at all depths in layers not exceeding 20 cms. in thickness including consolidating and dressing each deposited layer by ramming and watering with lead upto 500 metres, complete in all respects (compaction under floor with mechanical vibrater / road roller including watering).
7	Filling/Backfilling with available good earth (excluding rocks / boulders/rubbish etc.), as approved and directed by Engineer-in-Charge, in trenches, plinth, under floors, sides of foundation etc., at all depths in layers not exceeding 20 cms. in thickness including consolidating and dressing each deposited layer by ramming and watering with lead upto plant premises including excavating, loading, unloading, transporatation, complete in all respects (compaction under floor with mechanical vibrater / road roller including watering).
8	Supplying and filling with selected good earth brought from source approved by the Engineer -in- Charge in trenches, plinth, under floors, sides of foundation etc., at all depths in layers not exceeding 20 cms. in thickness including consolidating and dressing each deposited layer by ramming and watering (Rate shall include Royalty, Taxes, Octoroi, etc., levied by the local authorities, all transportation, loading and unloading, etc., and nothing extra will be paid on this account including compaction under floor with mechanical vibrater / road roller including watering).
9	Disposal of excavated earth / building rubbish / malba /coal ash and similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to municipal approved dumping ground or as approved by Engineer-in-charge, beyond 500 m initial lead, for lead distance upto 5 km including all lifts involved.
10	Same as item no. 1.06 but for lead distance up to 5-10 km
11	Same as item no. 1.06but for lead distance up to 10-20 km
12	Banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden orsteel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads,flood banks, marginal banks, and guide banks etc., lead upto 500 m and with all lifts, including Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density).: All kinds of soil
13	Excavating trenches of required width for pipes, cables, etc including excavation for sockets and dressing of sides, ramming of bottoms depth up to 1.5 m including getting out the excavated soil and then returning the soil as required in layers not exceeding 20 cm in depth including consolidating each deposited layerby ramming, watering, or dewatering etc. and disposing of surplus excavated soil as directed, within TFL Premises:
14	Pipes, cables etc exceeding 80 mm dia but not exceeding 300 mm dia
15	PLAIN CEMENT CONCRETE
16	Providing and laying plain cement concrete, machine mixed and mechanically vibrated in foundations, plinth, under floors, etc., excluding all necessary cost of centring and shuttering : 1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size).
17	Providing and laying plain cementconcrete,machine mixedandmechanically vibrated in foundations, plinth, under floors, etc., excluding all necessary cost of centring and shuttering:1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm and below).
18	Providing and laying plain cementconcrete,machine mixedandmechanically vibrated in foundations, plinth, under floors, etc., excluding all necessary cost of centring and shuttering:1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm and below).
19	Providing and laying plain cementconcrete,machine mixedandmechanically vibrated in foundations, plinth, under floors, etc., excluding all necessary cost of centring and shuttering:1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20 mm and below).
20	Providing and laying 50 mm thick damp-proof coursewith cementconcrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) including the cost of centring and shuttering complete as directed. (Water proofing compoundto be used shall be paid separately).
21	Providing and mixing Water proofing compound conforming to IS: 2645 such as \"CICO\" or equivalent in plain cement concrete works, cement plaster, R.C.C. works, etc., in proportion tothe weight ofcement usedasrecommended by manufacturers, completeas per direction of Engineering-in-Charge.
22	REINFORCED CEMENT CONCRETE
23	IN FOUNDATION AND PLINTH : Providing and laying reinforced cement concrete of gradeM- 30 (using 20 mm. nominal gauge graded stoneaggregate)machinemixedand mechanically vibrated and finished to a fair face but excluding the cost of centring, shuttering and reinforcement in foundation and plinth, for rafts, footings,basesof columns, pedestals, beams, walls, columns, slabs,machine and equipment foundations, pile caps,box sections, pipe supports, etc., complete in all respects as per direction of Engineer-in- Charge.
24	IN FOUNDATION AND PLINTH: Same as Item No.3.01, but with concrete of grade M-25.
25	IN SUPERSTRUCTURE: Providing and laying reinforced cement concrete of grade M-30 (using 20 mm. nominal gauge graded stoneaggregate), machine mixed, mechanically vibrated and finished to a fairface but excluding the cost of centring, shuttering andreinforcement in superstructureat all heights for columns, pillars, posts, attachedpillasters, portals, struts, inclined posts, pedestals for equipments and similar vertical members, etc., completein all respects as per direction of Engineer-in-Charge.
26	IN SUPERSTRUCTURE: Same as Item No. 3.03, but in walls of any thickness, shape or size including attached buttresses, pilasters and their caps and bases.
27	IN SUPERSTRUCTURE: Same as Item No. 3.03, but in lintels, beams, portal beams, brackets, girders, cantilevers, suspended floors,roofs, staircaseroofs and their supports, balconies, staircasewaist and landing slabs and steps including preparationof top surface and finishing, nosing, etc.
28	IN SUPERSTRUCTURE: Same as Item No. 3.03, but in chajja, fins, roof gutters, drop wall not exceeding 15 Cm. in thickness, railing, parapet wall, window sills, etc.
29	IN SUPERSTRUCTURE: Providing, hoisting and fixing precast reinforced cement concrete work including the cost of required centering, shuttering but, excluding cost of reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). :Trench/ drain covers, in foundation, plinth and above.
30	IN SUPERSTRUCTURE: Providing and laying reinforced cement concrete of grade M-25 (using 20 mm. nominal gauge graded stoneaggregate), machine mixed, mechanically vibrated and finished to a fairface but excluding the cost of centring, shuttering andreinforcement in superstructureat all heights for columns, pillars, posts, attachedpillasters, portals, struts, inclined posts, pedestals for equipments and similar vertical members, etc., completein all respects as per direction of Engineer-in-Charge.
31	REINFORCEMENT AND EMBEDMENTS
32	Supplying, cutting, cleaning, straightening, bending, hoisting and placing in position and binding with 18 SWG annealed wire, reinforcement bar of high yield strength Corrosion Resistance Steel with Fe500D properties conforming to IS:1786 with minimum yield strength of 500 N/sq,mm for all R.C.C. works including all necessary handling at all heights and depths complete in all respects and as per direction of Engineer-in-Charge.
33	Supplying, fabricating and fixingin position M.S. anchor plates, hooks, insert plates, M.S. flats, M.S. angle inserts and the like including welding M.S. lugs, etc., and embedding in cement concrete /R.C.C. works as per approved drawings complete in all respects and as per direction of Engineer-in-Charge.
34	Supplying, fabricating and fixing in position M.S. holding down bolts assembly consisting of bolts, heads, nuts, washers etc., and the like including embedding in cement concrete/R.C.C. works as per approved drawings complete in all respects including one coat of approved quality anti-corrosive paint over a coat of approved quality primer. (All materials supply are in contractor’s scope.)
35	SHUTTERING
36	Providing, fabricating, erecting and fixing in position with bolts and nuts, nails and ties, etc., centring and shuttering materials true to line and level, including strutting, propping, staging etc. with necessary bracing in all axes to give a stable assembly including chamfering the corners of columns and beams etc., wherever required including making joints in the shuttering fully leak-proof, i/c. Striking, dismantling and removing the aforesaid assembly after concreting is over, including all labour and materials complete in all respects and as per direction of Engineer-in-Charge.IN FOUNDATION AND PLINTH : Foundation and plinth in rafts, footings, columns, pedestals, beams, walls, slabs, machine and equipment foundations, pile caps and pipe support foundations, etc.
37	IN SUPERSTRUCTURE: Columns, pillars, posts, struts, inclinedposts, attached anufactu, portals and similar vertical members.
38	IN SUPERSTRUCTURE: Walls of any thickness, height and shape including attached buttresses, anufactu,and their caps and bases, etc.
39	IN SUPERSTRUCTURE: Lintels, beams, portal beams, brackets, girders,cantilever beams, suspendedfloors,roofs,staircase roofs andtheir supports, balconies, staircase waist and landing slabs and steps, etc.
40	IN SUPERSTRUCTURE: Chajja, vertical and horizontal fins, roof gutters, drop walls, railing, parapet wall, window sills, etc.
41	BRICK WORK
42	Providing and constructing Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in in cement mortar 1 : 6 ( 1 cement: 6 coarse sand ) inwalls, etc. at all depths, places and positions including raking out joints, curing, scaffolding etc. complete excluding plastering and painting. Foundation and plinth.
43	Providing and constructing Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in in cement mortar 1:6 ( 1 cement: 6 coarse sand )inwalls, etc. at all depths, places and positions including raking out joints, curing, scaffoldingetc.completeexcludingplasteringandpainting.Superstructure at all heights.
44	Half brick masonry with non modular fly ash bricks of class designation 7.5 in foundations and plinth in cement mortar 1:4.
45	Providing and laying autoclaved aerated cement blocks masonry with 100 mm thick AAC blocks in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.
46	STRUCTURAL STEEL
47	Supplying, transporting, de-rusting, fabricating, erecting, hoisting and fixing in position with necessary welding and/or bolting with MS bolts conforming to property class 8.8 of IS: 1367 at all heights as per approved fabrication drawings of all types of structural steel work in columns, portals, girders, lattice girders, beams, crane girders, M.S rails, monorails, bracings, trusses, purlins, rafters, side runners, sag rods, hand railings, staircase stringers and steps, walkway, toe plates, floor grids, sag rods with M.S. rounds, side walling, conveyor gantries, trestle for pipe and cable racks, gusset plates, etc., either made of rolled steel joists, channels, angles, tees, flats, plates , universal sections or built up from plates and/or rolled steel sections including necessary site and shop fasteners, complete in all respects as per approved fabrication drawings, standards and direction of Engineer-in-Charge : With providing and applying primer coat, intermediate coats and finish coat after the preparation of surfaces on structural steel work complete in all respects as per technical specifications and direction of Engineer-in- Charge.
48	Supplying, transporting, de-rusting, fabricating, erecting, hoisting and fixing in position structural steel work in cat ladders and cages at all heights including brackets, cleats, plates, rungs, chain, pins, hinges, etc., framed, bolted and/or welded together and fixed in position including necessary plugs and plugging and painting complete in all respects and as per direction of Engineer-in-Charge :With providing and applying primer coat, intermediate coats and finish coat after the preparation of surfaces on structural steel work complete in all respects as per technical specifications and direction of Engineer-in-Charge.
49	Supplying of bolts (from 12 mm. to 52 mm. dia.), nuts, plain and tapper washers for fixing equipments, as per drawings and direction of Engineer-in-Charge : Bolts conforming to property class 4.6 of IS: 1367.
50	Supplying of bolts (from 12 mm. to 52 mm. dia.), nuts, plain and tapper washers for fixing equipments, as per drawings and direction of Engineer-in-Charge : Bolts conforming to property class 8.8 of IS: 1367.
51	Supplying, transporting, fabricating as per approved fabrication drawings 25 mm. to 35 mm. thick M.S. grating made out of M.S flats as main members and Tor Steel bars as secondary members, all welded together to form a perfect mesh including getting those grating planks inspected and approved by Client/ Consultant, transporting to site, erecting and fixing in position these grating planks at all heights with necessary G.I. clips/ G.I. clamps tack welded for making floors, platforms, stair steps, etc., as required at site, providing and applying painting as per drawings and direction of Engineer-in-Charge (The rates shall include cost of G.I. clips/ clamps. The Contractor may procure gratings from grating manufacturer approved by Engineer-in- Charge. The rates shall also include all charges incurred during inspection and testing) : With 86 microns thick hot dip galvanizing coat.
52	Supplying, transporting, de-rusting, cutting and fixing in position at all heights steel work in M.S. chequered plates in floors, steps, landing, covers over trenches, etc., with necessary bolts, nuts, washers, drilling holes, welding, etc., wherever necessary as per drawing including painting complete in all respects and as directed by Engineer-in Charge : Two coats of chlorinated rubber based paint at dry film thickness of 50 microns per coat over two coats of high built zinc phosphate primer compatible to chlorinated rubber based paint at dry film thickness of 50 microns per coat.
53	Providing and fixing M.S pipe hand railing (medium grade) conforming to IS-1239 consisting of top and middle horizontal rails of 40 mm dia. and 32 mm dia. nominal bore respectively, 1050 mm high upright members of 40 mm dia. nominal bore at 1500 mm maximum distance centre to centre of each member including all joints, bends , elbows, and specials as required and upright members welded or bolted to structural steel work/toe plates or welded to M.S. insert plates with M.S. lugs embedded in R.C.C. works, complete in all respects and as per direction of Engineer-in-Charge . Two coats of chlorinated rubber based paint at dry film thickness of 40 microns per coat over two coats of high built zinc phosphate primer compatible to chlorinated rubber based paint at dry film thickness of 25 microns per coat.
54	Supplying, fabricating and fixing in position S.S. anchorplates (SS 304), hooks, insert plates, S.S. flats, S.S. angleinsertsand thelikeincluding welding M.S. lugs, etc, andembedding in cement concrete/R.C.C. works as per approved drawings complete in all respects and as per direction of Engineer-in-Charge.
55	DOORS, WINDOWS AND VENTILATORS
56	Providing and fixing rolling shutters of approved make made of 80 mm wide MS laths and interlocked together through their entire length and jointed together at the ends by end locks, mounted on specially designed pipe shaft with bracket plates, guide channels and arrangement for inside and outside locking with push‐pull operation complete including cost of wire spring and hood cover for the shutters andpainting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade - new work with two coats inculding a coat of approved steel primer and a coat of mordant solution with 38 gms of copper acetate in a litre of soft water.
57	Extra for providing mechanical device chain and crank operation for operating rolling shutters. - Exceeding 16.80 sqm in the area
58	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. Powder coated aluminium (minimum thickness of powder coating 50 micron)For fixed portion Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
59	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 EPD M rubber / neoprene gasket required including necessary fittings. Powder coated aluminium (minimum thickness of powder coating 50 micron.
60	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 ofEngineer-in-charge. (Includingaluminium snapbeading) : With float glass panes of 4.0 mm thickness
61	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. (Including aluminium snap beading): With float glass panes of 5.50 mm thickness
62	Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS : 6315, having brand logo embossed on the body / plate with double spring mechanism and door weight up to 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete asper the direction of Engineer-in-charge.: With stainless steel cover plate minimum 1.25 mm thickness
63	24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanized/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanized M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of \"H\" section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanized M.S. \"U\" cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all thickness of 20 mm and 1 mm (± 0.1 mm) wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6 mm galvanized M.S. rod and fastened with nuts and washers, complete as per manufacturer\"s specification and direction of Engineer-in- charge. (For W.C. and bathroom door shutter).
64	Providing and fixing fire resistant door frame of section 143 x 57 mm having built in rebate made out of 16 SWG G.I. sheet (zinc coating not less than 120 gm/sqm) duly filled with vermuculite based concrete mix, suitable for mounting 60 minutes fire rated door shutters. The frame is fitted with intumuscent fire seal strip of size 10x4 mm (minimum) alround the frame and fixing with dash fastener of approved size and make, including applying a coat of approved brand fire resistant primer etc. complete as per direction of Engineer-in-charge (Dash fastener to be paid for separately).
65	Providing and fixing glazing in fire resistant door shutters, fixed panels & partitions etc., with G.I. beading made out of 1.6 mm thick G.I. sheet (zinc coating not less than 120 gm/sqm) of size 20 x 33 mm screwed with M4 x 38 mm SS screws at distance 75 mm from the edges and 150 mm c/c, including applying a coat of approved fire resistant primer/powder coating of not less than 30 micron on G.I. beading, & special ceramic tape of 5 x 20 mm size etc complete in all respect as per NBC 2016, IS 16231 (Part 3):2016 and as per direction of Engineer-in-charge with glass of required thickness having 60 minutes of fire resistance both integrity & radiation control (EW60) and minimum 20 minutes of insulation (E120). The manufacturer have to give test report/certification of fire glass and the glass should have the stamp showing the value of E, EW & El. The glass shall be tested in approved NABL accredited lab or by any other accreditation body which operates in accordance with ISO/IEC 17011 and accredits labs as per ISO/IEC 17025 for testing and calibration scopes shall be eligible. The maximum glazing size shall not be more than 1100x2200 mm (w x h) or 2.42 sqm.
66	Providing, fabricating, erecting and fixing in position electrically operated mild steel entrance gate of 2.5 metre clear height, made out of structural steel sections such as M.S. angles, pipes of medium duty, tees, channels, plates, flats, square bars, etc., for all horizontal, vertical and diagonal members, M.S. gusset plates welded together including providing and fixing in position heavy duty fittings such as lock plate, handles, lockingarrangement, guide rails embedded in concrete and rollers for smooth operation and other fittings, necessary hinge plates welded to insert plates embedded in R.C.C. columns, bolts, nuts, washers drilling of holes wherever required, welding, boltingetc., complete in all respects as per drawings and direction of Engineer-in-Charge includingproviding and applying two coats of high build zinc phosphate primer of approved brand and manufacture compatible to chlorinated rubber paint at a dry film thickness of 40 micron per coat on structural steel work after preparation of surfaces including providing and applying two coats of chlorinated rubber based paint of approved colour, brand and manufacture at a dry film thickness of 50 microns per coat (including surface preparation by sand blasting/ power driven brashes ).(Rates shall include all material supply excluding M.S. insert plates embedded in RCC)
67	Providing, fabricating and fixing in position double leaf gates of any height with one wicket door within the main gate, all made out of structural steel sections such as M.S.Angles, Tees, Channels, Plates, Flats, etc., for all horizontal, vertical and diagonal members, M.S. Gusset plates including providing and fixing in position at all heights hard drawn steel wire fabric mesh of size 75 mm x 25 mm and weight not less than 7.75 kg/sq.m. welded with frames, including providing and fixing necessary lock plate, handles, locking arrangement and other fittings, drilling of holes wherever required, welding etc. including providing necessary hinge plates welded to insert plates embedded in RCC columns, bolts and nuts for hinge etc. including providing and applyingpainting,completeinall respects anddirectionofEngineer-in-Charge : With providing and applying two coats of high build zinc phosphate primer of approved brand and manufacture compatible to chlorinated rubber paint at a dry film thickness of 50 micron per coat on structural steel work after preparation of surfaces including providing and applying two coats of chlorinatedrubber basedpaint of approved colour, brand and manufacture at a dry film thickness of 50 microns per coat
68	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
69	ROOFING
70	Providing and fixing in position at all heights UPVC rain water pipes confirming to BIS :13592 Type A R.C.C. column using plugs and standard holder bat clamps comprising of two semi-circular halves of flat iron and cast iron base screwed on wooden plugs or using clamps welded to structural steel members or M.S. insert plates where pipes are to be fixed on R.C.C. members including all necessary fittings, such as tees, shoes, off-sets, branches, swan necks, elbows, bends, heads, etc. (plate inserts, if any, to be embedded in R.C.C shall be paid separately) : 110 mm diameter pipe.
71	Providing & fixing UV stabilised fiber glass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated \"J\" or \"L\" hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 2 mm thick corrugated
72	Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
73	1.00 mm thick with zinc coating not less than 275 gm/m²
74	0.80 mm thick with zinc coating not less than 275 gm/m²
75	Providing ridges or hips of width 60 cm overall width plain G.S. Sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.
76	0.80 mm thick with zinc coating not less than 275 gm/m²
77	0.63 mm thick with zinc coating not less than 275 gm/m²
78	Providing valleys of 90 cm wide overall in plain G.S. sheet fixed withpolymer coated J, or L hooks, bolts and nuts 8 mm dia G.I. limpetand bitumen washers complete :
79	1.60 mm thick with zinc coating not less than 350 gm/m²
80	Providing and fixing of 40 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts, G.l. limpet andbitumen washer complete, bent to shape and fixed in wall with cement mortar 1:3 (1 cement : 3 coarse sand).
81	1.00 mm thick with zinc coating not less than 275 gm/m²
82	Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts andwashers etc., including making necessary connections with rain water pipes complete.
83	0.80 mm thick with zinc coating not less than 275 gm/m²
84	0.63 mm thick with zinc coating not less than 275 gm/m²
85	WATER PROOFING
86	Clearing the roof surface wherever required by manual scrapping/chipping to take out loose mortar, laitance etc. to expose the mother R.C.C roof surface. At the junction between the roof and the vertical face of the parapet wall a fillet 75mm (min.) in radius shall be constructed to receive the waterproofing treatment. In case of RCC parapet walls for taking in the waterproofing treatment a horizontal groove shall be left in the vertical face at the time of construction or made by using electrically operated cutter.
87	Providing and laying water proofing treatment using High solid content, liquid applied Elastomeric Polyurethane Waterproofing Membrane. The two component Solvent free Polyurethane coat shall have the following properties -1. Solid content ASTM D 2369- ≥ 90% 2. Mixing ratio - 8:13. Elongation ASTM D 638 - 700-900%4. Tensile strangth ASTM D 638- 1-2 MPa . The coating shall be applied to a minimum thickness of 600 microns (300µX2) thickness with separate wearing course ( as per ASTM C 898 & 836) over application of 2 component, solvent free Epoxy Primer of 200 microns with tensile of 20-30 MPa and elongation of 4-5% for smooth surface and act as primer coat at all elevations in vertical and horizontal surface etc including labour, material, equipment handling, preparation of surface, transportation, placing, leveling, curing, testing, etc complete as per specifications, drawing and instruction of the Engineer-in-charge.
88	Providing and laying screed concrete ( 1:2:4 or as per design) ensuring that the elastomeric coating is not ruptured. A layer of Geo-textile cloth ( 150 to 200 GSM ) to be laid over coated surface as a separating layer between elastomeric coating and screed. The screed concrete is to be laid preferably in a slope of 1 in 100 as well as maintaining a thickness of 25mm near the rain water outlet pipe on the entire horizontal ELASTOMERIC COATING applied roof surface . Plastering (in the ratio 1:4 or so) on the entire vertical ELASTOMERIC COATING applied surface.To prevent substantial cracking of screed concrete and plaster, chicken wire mesh/Recron fibre to be used as an added precaution. The total system can also be applied over already laid screed concrete for sloping of original mother RCC roof surface , provided the coating is protected after application as described above , i.e Geo-textile cloth and PCC screed.
89	Grading roof for water proofing treatment with - Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size),with using waterproof powder/chemical.
90	Neat cement punning.
91	Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transverse direction as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane : - 3 mm thick
92	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCCslab 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 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. (c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineerin- charge including laying glass fibre cloth of approved qualityin 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.
93	FLOORS AND BASES
94	Supplying and laying hard core under floors including watering, ramming, bliding and well consolidating with broken stone aggregates 90 mm to 45 mm in layers of maximum compacted thickness of 150 mm including filling the voids with smaller stone chips and with blinding materials fine river sand, (Payment shall be made for finished thickness of hard core) Consolidation by road roller.
95	52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer\"s specifications. This includes cost of cement slurry, but including the cost of nosing of steps etc. complete.
96	Providing and laying reinforced cement concrete of grade M-20 in pavement floors in plant areas(using 20 mm. nominal gauge graded stone aggregate) machine mixed and mechanically vibrated and finished to a fair face but excluding the cost of centring, shuttering and reinforcement in slabs at ground floor level. Floors are to be cast in the panel of 3 metre x 3 metre with broom finish and painting side surfaces with two coats of bitumen paint of approved quality, complete in all respects as per direction of Engineer-in-Charge.
97	Providing and laying Vitrifiedfloor tiles 600mm x 600mm (minimum thickness 8-10 mm, however thickness to be specified by manufacturer) of first quality conforming to IS: 15622 of reputed make as per approved Vendor list in all colours, shade and design as approved by E.I.C. laid on 20mm thick cement mortar (1 cement: 4 coarse sand) including pointing the joints with white cement and matching pigment of matching shade to match the level of existing floor complete in all respect at any level.
98	Providing and laying Vitrified finish ceramic floor tiles on skirting (100mm high laid flush with the plastered /painted surface, as approved by Engineer-in-charge) made from tiles 600mm x 600mm (thickness to be specified by manufacturer) of height As per directed by EIC. of first quality tiles conforming to IS:15622 of reputed make as per approved Vendor list in all colours, shade and design as approved by E.I.C. laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) including pointing the joints with white cement and matching pigment of matching shade complete in all respect at any level.
99	Providing and laying non-skid 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 (as per Vendor List) in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.
100	Providing and laying 1st quality ceramic tiles of minimum thickness 5 mm of size : 300MM X 450MM, of approved quality / make/finish as Vendor List on 20mm thick 1:4 (1 cement : 4 coarse sand) mortar bedding for dado including finishing of joints with white / pigment of matching shade etc. complete, as approved by Engineer in-charge.
101	Providing and laying in position at all heights 25 mm thick Kota stone tiles in flooring and trades over 20 mm (Average) thick base of cement mortar 1:4 (1 cement: 4 coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the tiles including rubbing and polishing complete.
102	Providing and fixing in position at all heights Kota stone tiles 25 mm thick in risers of steps for skirting/dado laid on 12 mm (Average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the tiles including rubbing, polishing, etc., complete in all respects.
103	Extra for nosing trades of steps of kota stone slab. Job included full round moulding of kota stone slab with mirror polishing by hand grinding machine etc. complete & as directed by Engineer-in- charge.
104	Providing and fixing 10 mm thick acid and/or alkali resistant tiles ofapproved make and colour using acid and/or alkali resisting mortarbedding, and joints filled with acid and/or alkali resisting cement as perIS : 4457, complete as per the direction of Engineer-in- Charge. : Acid and alkali resistant tile In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proofcement : 4 coarse sand)
105	Providing and fixing 10 mm thick acid and/or alkali resistant tiles ofapproved make and colour using acid and/or alkali resisting mortarbedding, and joints filled with acid and/or alkali resisting cement as perIS : 4457, complete as per the direction of Engineer-in- Charge. : Acid and alkali resistant tile In dado/skirting on 12 mm thick mortar 1:4 (1 acid proofcement : 4 coarse sand)
106	FINISHING
107	Providing at all heights 12 mm thick cement plasteron brickwork,exposed surfaces ofRCC lintels,beams,etc., complete in all respects andas directed with cement plaster mix : 1:2:2 (1 cement: 2 fine sand: 2 coarse sand).
108	Providing at all heights 15 mm thick cement plaster on rough side of single or half brick walls, etc., complete in all respects and as directed with cement plaster mix : 1:2:2 (1 cement: 2 fine sand: 2 coarse sand).
109	Providing at all heights 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)
110	Providing at all heights 6 mm thick cement plaster toceiling,etc.,complete inall respects and as directedwith cement plaster mix : 1:3 (1cement: 3finesand).
111	Providing and applying textured exterior paint of required shade of approved brand n make on exterior walls (two or more coats on New or Oldwork (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). The job includes preparation of surface, applying two coat of putty to make good the unevenness of the surfaces including necessary scaffolding etc. complete for all heights. as per and as directed & instructed by engineer-in-charge
112	Providing and applying textured exterior paint of required shade of approved brand n make on exterior walls (two or more coats on New or oldwork (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm). The job includes preparation of surface including necessary scaffolding etc. complete for all heights. as per and as directed & instructed by engineer-in-charge
113	Providing and applying distempering with oil bound washable distemper of approved brand and manufacture to give an even shade with good quality acrylic washable distemper (readymade) of approved manufacture\"s specification. Two or more coats on new work. The job includes preparation of surface, providing and applying manufacture\"s approved distemper primer and applying two coat of putty to make good the unevenness of the surfaces including necessary scaffolding etc. complete for all heights. As per and as directed & instructed by engineer-in-charge
114	Providing impregnation into prepared concrete surface and seal all the pores with a very low viscosity Polymethyl Methacrylate monomer (5 cps viscosity) to be applied by brush with a consumption of minimum 0.25 kg/m2
115	Providing and applying structural grade Epoxy Bonding agent, (with bond strength of 3 N/mm2) over concrete prior to screed concrete. Bonding agent to be used as per application procedure of manufacturer.
116	Providing self levelling Screed using proportion 1:1:0.5 cement: sand : 8 mm down aggregates ( by weight) with addition of suitable free flow and performance improving additives namely micro silica, shrinkage compensating admixtures, polymers, high range super plasticizers all in premixed powder form pack in correct proportion as % of cement weight. W/C ratio not to exceed 0.4. The mixture should be done in half bag mixers by re proportioning and laid on prepared surface with bonding agent applied. The item to including providing all materials mixing, laying, tamping and levelling and curing for next 4 days with sprinkling of water etc complete. The 28 day compressive strength of the screed to be 37.5 N/mm2
117	Providing and applying structural grade Epoxy Bonding agent, (with bond strength of 3 N/mm2) over screed concrete. Bonding agent to be used as per application procedure of manufacturer.
118	Providing and applying 3 mm thick self levelling epoxy phenolic screed using Epoxy Phenolic Solvent free resin in proportion of 1 part mixed resin (Part A and Part B together) to 2 parts of sharp silica sand 600 micron down on dry and clean surface of the self levelling cementitious screed done earlier, using special fork type leveller tool and allowing the screed to sure for 48 hours.
119	Providing and applying on all internal walls and slab soffits including beams and cut outs, three coat epoxy phenolic solvent containing protective coating with one non pigmented primer coat and two subsequent colour coats with brush or airless spray machine with total dry film thickness of 225+/- 10 microns.Adhesion with concrete BS 3900 -E-10-79 - Min 2.5 N/mm2 Tensile Strength ASTM D 2370 -79 - Min 15 N/mm2Elongation ASTM D 2370-79 - 15% ( min elongation of coating ) Specific permiability ASTM D 1653-74 - Min 0.15mg/cm2/mm/24 hrs
120	Providing and applying two coats of coal tar based Epoxy paint of approved brand and manufacture as Vendor List, in foundation and plinth over dry RCC /Cement concrete surfaces (both horizontal and vertical surfaces) such as all equipment foundations, column footings, columns, beams, pedestals, etc., of a dry film thickness of minimum 200 microns (for two coats) including necessary preparation of surfaces such as scraping, removal of loose particles, dust, through cleaning, etc., complete as directed.
121	Base Surface Requirement: Base floor substrate should be minimum M20 grade reinforced concrete surface, clean dry (moisture below5%), sound and finished smooth and levelled.SurfacePreparation : Clean the surface thoroughly by mechanical means preferably using vacuum assistedmechanicalgrinders to remove loose particles, dust, dirt,laitance, etc. All the stickers on the floor shall be removed and the area cleaned thoroughly. Any cracks above 1mm should be grove cut, cold/construction joints to be given suitable treatment. (Expansion/Isolation joints to be provided with flexible PU sealant and will be in the scope of civil contractor). Primer Application : A coat of epoxy primer as per approved Vendor listshall be applied on the prepared surface by using brush/roller.800 microns Epoxy Screed : The 800 microns thick epoxy screed for heavy duty movement shall be laid totake heavy load on the floor and reduce the level difference if any. Conductive Grid : The self adhesive copper grid shall be provided across the area with 10 mtr spacing. The copper stripe shall be taken out at few points to connect the same to earth pit. (Connecting to earthing strip and making earthing pit will be in the scope of civil/electrical contractor). Conductive Base Coat : A second coat of conductive primer shall then be applied on entireareasandwichingthecoppergrid.Thislayerformstheelectricalplanethroughstatic charges are dissipated. Allow coating to cure for 12 Hrs.1 MM Self-Leveling Anti-Static Topping : Lay 1 mm thick dissipative grade Self Smoothening Epoxy topping on the entire primed area. The surface resistivity of the total system shall be in the range of 1x10^6 Ohms to 1x10^9 Ohms as per the ASTM F 150, EOS/ESD Standard 7.1 or NFPA 99 A guidelines.
122	SANITARY WORK
123	Providing and fixing oval shape counter top type coloured Vitreous China wash basin of size 630x450 mm of Hindware/cera/parryware/Jaqar, tato or eqivalent incl. The following accessories:Providing and fixing pillar cock of Jaquar or equivalent make all other fittings like CP waste coupling, CP brass bottle trap, CP brass stop cock, tap, as required all connecting arrangement etc. including painting of fittings and brackets, cutting and making good the walls wherever required:
124	Providing and fixing coloured vitreous European type water closet with 8-10 ltr flushing cistern of Hindware/cera/parryware or equivalent) with seat and lid ;C.P brass hings and rubber buffers with overflow arrangement with specials of standard make and mosquito proof coupling of approved design complete including painting of fitting and brackets cutting and making good the walls and floors wherever required.
125	Providing and fixing bevelled edge mirror of superior glass (of approved quality) of 5mm thick of size 1000 x 750 mm of Belgium Glass or equivalent, 6mm wooden ply wood, wooden beads with 3M adhesive alround of specified size and Chamfered, fixing with wooden plugs with CP brass screws and cup washers etc. All complete as per the directions of engineer In-charge.
126	Supplying and fixing white vitreous china flat back large auto flush type gents urinal with concealed censor of Hindware/cera/parryware or equivalent with CP flush valve, CP pipe connections CP waste coupling CP brass bottle trap 32 mm UPVC waste line of require length CP spreader unit and extension pipe all complete as directed.
127	Supplying and fixing urinal partition with single glass small SS bracket of 02 no. Per partition with fixing tightly with screws with 8 mm thick frosted toughened glass edge polished with minimum size of 600 x 750mm shaped and edges rounded complete as directed.
128	Providing & fixing Nahani Traps. The work shall include fixing the trap in P.C.C. 1:2:4, and shall be provided with Chromium plated brass hinged type heavy grating on the top. The deep seal traps shall have generally 50mm water seal, as required complete in all respect.
129	Providing and fixingC.P. brass bib cock (of 15 mm nominal bore) of approved quality conforming to IS:8931 : Short body bib cock
130	Providing and fixingC.P. brass bib cock (of 15 mm nominal bore) of approved quality conforming to IS:8931 : Health Faucets
131	Providing and fixingC.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.
132	Providing and fixingC.P. brass angle valve of approved quality (15 mm nominal bore)
133	Providing and erecting readymade storage tanks of approved manufacturer as per Vendor List and required size for capacity 2500 Lit including connecting necessary supply lines, delivery lines, wash water line and with manhole cover at top of not less than 450mm clear dia, with locking arrangement complete as per drawing and as directed and instructed by Engineer-In-Charge.
134	Making soak pit for 50 users as per standard design & Drawing.
135	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 & including all fixtures with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 15 mm nominal outer dia Pipes
136	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 & including all fixtures with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. : 20 mm nominal outer dia Pipes
137	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 & including all fixtures with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 25 mm nominal outer dia Pipes
138	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes, fittings & including all fixtures with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 32 mm nominal outer dia Pipes
139	Providing and fixing Chlorinated Polyvinyl Chloride (UPVC/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. ( exposed on wall ) 15 mm nominal outer dia Pipes
140	Providing and fixing Chlorinated Polyvinyl Chloride (UPVC/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. ( exposed on wall ) 20 mm nominal outer dia Pipes
141	Providing and fixing Chlorinated Polyvinyl Chloride (UPVC/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. ( exposed on wall ) 25 mm nominal outer dia Pipes
142	Providing and fixing Chlorinated Polyvinyl Chloride (UPVC/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. ( exposed on wall ) 32 mm nominal outer dia Pipes
143	Providing and fixing soil/ waste PVC pipes as required connecting properly with pipe and filling all joints as required at any level (including tees, bends, plain junction, stays & clamps and other fixtures as required complete in all respect. 75 mm dia.
144	Providing and fixing soil/ waste PVC pipes as required connecting properly with pipe and filling all joints as required at any level (including tees, bends, plain junction, stays & clamps and other fixtures as required complete in all respect.100 mm dia.
145	Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
146	Providing and fixing toilet paper holder C.P. brass of approved make.
147	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. Flexible pipe- 32 mm dia.
148	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.
149	Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88 mm, weighing not less than 170 gms
150	ANCHOR BOLTS & HILTI WORKS
151	Supplying, Drilling/Cleaning hole and injecting ETA & EOTA approved based on Seismic C1 & C2 category for cracked concrete,slow curing time, high bond stress value Hilti HIT-RE 500 chemical or equivalent make with the help of dispenser gun, into a hole of dia & depth as per manufacturer specification and fixing HYSD rebars in concrete thereof. Fixing methodology to be followed as per manufacturers guidelines. The chemical should have successful usage in wet or water saturated concrete/diamond cored holes as well. Plugs shall be used along with dispenser to inject RE 500 chemical or equivalent for deeper embedment depth of rebars i.e more than 300 mm in concrete. Reinforcements/rebars shall be supplied separately and the payments shall be made against respective items. Item includes all necessary scaffoldings required for completion of the work. :12 mm dia. HYSD rebars
152	Supplying, Drilling/Cleaning hole and injecting ETA & EOTA approved slow curing time, high bond stress value Hilti HIT-RE 500 chemical or equivalent make with the help of dispenser, into a hole of dia & depth as per manufacturer specification and fixing HYSD rebars in concrete thereof. Fixing methodology to be followed as per manufacturers guidelines. The chemical should have successful usage in wet or water saturated concrete/diamond cored holes as well. Plugs shall be used along with dispenser to inject RE 500 chemical or equivalent for deeper embedment depth of rebars i.e more than 300 mm in concrete. Reinforcements/rebars shall be supplied separately and the payments shall be made against respective items. Item includes all necessary scaffoldings required for completion of the work. :16 mm dia. HYSD rebars.
153	Supplying, Drilling/Cleaning hole and injecting ETA & EOTA approved slow curing time, high bond stress value Hilti HIT-RE 500 chemical or equivalent make with the help of HIT-MD 2000 dispenser, into a hole of dia & depth as per manufacturer specification and fixing HYSD rebars in concrete thereof. Fixing methodology to be followed as per manufacturers guidelines. The chemical should have successful usage in wet or water saturated concrete/diamond cored holes as well. Plugs shall be used along with dispenser to inject RE 500 chemical or equivalent for deeper embedment depth of rebars i.e more than 300 mm in concrete. Reinforcements/rebars shall be supplied separately and the payments shall be made against respective items. Item includes all necessary scaffoldings required for completion of the work. :20 mm dia. HYSD rebars.
154	HY 200 R V3 Anchor Rods - (HAS-U 5.8/8.8 & HIT-V - 5.8/8.8)
155	Providing and fixing ETA & EOTA approved, high bond strength value Hilti HIT-V 5.8/8.8 grade Threaded Rod with HIT-HY200R hybrid mortar or equivalentmake with the help of HIT-HDE 500-22 Cordless Adhesive Dispenser Gun, into a hole of dia & depth as per manufacturer guidelines for cracked concrete. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The chemical should have succesful usage in reinforced cracked concrete of M25 grade or higher for dry surface conditions only. The steel grades shall conform to IS1367, part 3. All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS- HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacture guidelines. Item includes all necessary scaffoldings required for completion of the work. : Anchor size M12
156	Providing and fixing ETA & EOTA approved, high bond strength value Hilti HIT-V 5.8/8.8 grade Threaded Rod with HIT-HY200R hybrid mortar. or equivalentmake with the help of HIT-HDE 500-22 Cordless Adhesive Dispenser Gun, into a hole of dia & depth as per manufacturer guidelines for cracked concrete. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The chemical should have succesful usage in reinforced cracked concrete of M25 grade or higher for dry surface conditions only. The steel grades shall conform to IS1367, part 3. All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS- HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacture guidelines. Item includes all necessary scaffoldings required for completion of the work. : Anchor size M16
157	Providing and fixing ETA & EOTA approved, high bond strength value Hilti HIT-V 5.8/8.8 grade Threaded Rod with HIT-HY200R hybrid mortar. or equivalentmake with the help of HIT-HDE 500-22 Cordless Adhesive Dispenser Gun, into a hole of dia & depth as per manufacturer guidelines for cracked concrete. The installation and the setting instructions should be strictly followed as per the manufacturer’s recommendations. The chemical should have succesful usage in reinforced cracked concrete of M25 grade or higher for for dry surface conditions only. The steel grades shall conform to IS1367, part 3. All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS- HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacture guidelines. Item includes all necessary scaffoldings required for completion of the work. : Anchor size M20
158	RE 500 V4 Anchor Rods - (HAS-U 5.8/8.8 & HIT-V - 5.8/8.8)
159	Supplying, Drilling/Cleaning hole and fixing ETA & EOTA approved heavy duty Hilti chemical anchors HVA-E or equivalent make with HIT RE 500 V4 Epoxy Based mortar or equivalent for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS- HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work. : Anchor size M12
160	Supplying, Drilling/Cleaning hole and fixing ETA & EOTA approved heavy duty Hilti chemical anchors HVA-E or equivalent make with HIT RE 500 V4 Epoxy Based mortar or equivalent for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS- HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work. : Anchor size M16
161	Supplying, Drilling/Cleaning hole and fixing ETA & EOTA approved heavy duty Hilti chemical anchors HVA-E or equivalent make with HIT RE 500 V4 Epoxy Based mortar or equivalent for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS ER threaded rod (stainless steel: A4-70) or HAS-HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work. Anchor size M20
162	Providing and cutting concrete ( Rectangle / square ) upto 750mm deep using Hilti D-LP 32/ DS-TS 32 wall saws or equivalent having diamond saws and central water cooling system for accurate and vibration free cutting. The system should be operated using digital remote control. Suitable & sufficient scaffoldings shall be provided separately for all work that cannot be done safely from ground or other available means of safe support and the payments for this shall be made against respective items. (Approx 20 pieces at different places of plant.)
163	MARBLE AND GRANITE WORKS
164	Providing and fixing 18mm 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 of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing moulding and polishing to edge to give high gloss finish etc. complete at all levels.Granite of any colour and shadeArea of slab over 0.50 sum. (Granite having basic rate not less than Rs. 2000 per sqm)
165	Extra for providing edge moulding to 40 mm thick Sand stone counters, Vanities Planter etc. including machine polishing etc. complete as per design approved by Engineer-in-Charge.Granite Work
166	Extra for fixing marble /granite stone over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc. complete.
167	Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone workincluding necessaryholesfor pillar taps etc. including rubbing and polishing of cut edges etc. complete.
168	Stone tile work for wall lining upto 10 m height with special adhesive over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 8mm thick (mirror polished and machine cut edge) Granite stone of any colour and shade
169	DISMANTLING AND DEMOLISHING WORKS
170	Demolishing R.C.C. work manually/ by mechanical means in boundary wall, buildings, structures like silo, prilling tower, pipe rack, conveyers, bagging plant, technical / non technical structures, drains, floors, pavement etc. including stacking of steel bars to demarcated locations inside the Plant boundary as directed by Engineer-in-charge and disposal of unserviceable material outside Plant boundary at location as permitted by Municipal corporation or local authority as per direction of Engineer - in- charge.
171	i) 0-15 m height
172	ii) 15-30 m height
173	iii) 0-3 m depth
174	iv) 3-5 m depth
175	Demolishing cement concrete manually/ by mechanical means including disposal of material outside Plant boundary at location as permitted by Municipal corporation or local authority as per direction of Engineer - in - charge.
176	a) Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
177	b) Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix)
178	Demolishing brick work in cement mortar manually/ by mechanical means including excavation and backfilling in foundations to make the area leveled to adjoining area. Stacking of serviceable material within owner’s premises and disposal of unserviceable material outside plant boundary outside Plant boundary at a suitable location with permission from Municipal corporation or local authority as per direction of Engineer-in-charge.
179	i) 0-15 m height
180	ii) 15-30 m height
181	iii) 0-3 m depth
182	Demolishing plinth protection 50mm thick of cement concrete 1:3:6 over 75mm thick bed of dry brick ballast 40 mm nominal size.
183	Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking demarcated locations inside the Plant boundary as directed by Engineer-in-charge:
184	a) Of area 3 sq. metres and below
185	b) Of area beyond 3 sq. metres
186	Dismantling steel work in joist, channel, angles, tees, flats, built up sections including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking to demarcated locations inside the Plant boundary as directed by Engineer-in-charge.
187	Dismantling IPS/ mosaic /terrazzo/tile floors including stacking material outside Plant boundary at location as permitted by Municipal corporation or local authority.
188	a) For thickness 10 mm to 25 mm
189	b) For thickness25 mm to 40 mm
190	Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material up to demarcated locations inside the Plant boundary as directed by Engineer-in-charge:
191	a) G.S. Sheet
192	b) Asbestos sheet
193	Demolishing water proofing in terracing and disposal of material outside Plant boundary at location as permitted by Municipal corporation or local authority.
194	Dismantling C.I. pipes including excavation and taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead up to demarcated locations inside the Plant boundary as directed by Engineer-in-charge.
195	a) Up to 150 mm diameter
196	b) Above 150 mm dia up to 300 mm dia
197	c) Above 300 mm diameter
198	Dismantling steel or R.C. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within Plant boundary at location as per direction of Engineer-in-charge :
199	a) Up to 600 mm diameter
200	b) Above 600 mm diameter
201	Dismantling asbestos cement pressure pipes including excavation and refilling trenches after taking out the pipes manually/ by mechanical means and stacking the pipes within Plant boundary at location as per direction of Engineer-in-charge.
202	a) Up to 150 mm diameter
203	b) Above 150 mm diameter
204	Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means including stacking of pipes within Plant boundary at location as per direction of Engineer-in-charge :
205	a) 15 mm to 40 mm nominal bore
206	b) Above 40 mm nominal bore
207	Dismantling and stacking within Owner’s premises as per direction of Engineer-in-charge, fencing posts or struts including all earth work and dismantling of concrete etc. in base of:
208	a) T\" or \"L\" iron or pipe
209	b) R.C.C.
210	Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within Plant boundaryor at location as per direction of Engineer-in-charge :
211	Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to outside Plant boundary at location as permitted by Municipal corporation or local authority, for all leads including all lifts involved.
212	Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish as directed by Engineer-in-charge.
213	Dismantling of existing tiles in floor and wall laid in cement mortar as directed.
214	Dismantling doors, windows and clerretory windows & ventilator (steel or wood) shutter including chowkhats, architravs, holdfasts etc. complete
215	a) Of area 3 Sq.m. and below
216	b) Of area beyond 3 Sq.m.
217	Demolishing brick work manually/ by mechanical means including disposal of unserviceable materialwithin 200 metres lead as per direction of Engineer-in-charge.
218	In cement mortar
219	Demolishing water proofing in terracing Upto sound concrete and disposal of materialwithin 200 metres leadas per direction of Engineer-in-charge.
220	Dismantling steel work manually/ by mechanical means in single sectons/ built up sections/truss/rafters etcwith or without dismembering and disposalwithin 500 metres lead as per direction of Engineer-in-charge.
221	Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable surplus material with in 200 meters lead as directed by Engineer-in-charge.
222	Demolishing R.C.C. work manually/ by mechanical means including disposal of unserviceable materialwithin 200 metres lead as per direction of Engineer - in- charge.
223	REPAIR WORK
224	Repairing & Renewing existing RCC/Cement concrete works in patches including chipping / dismantling the damaged portion to required depth/thickness and re-doing the same with rich cement concrete/cement mortar and making good the same as the existing shape. Including scaffolding, centering, shuttering and disposal of unserviceable material within 200 metres lead etc. Complete in all respects as per direction of Engineer-in- Charge.
225	Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per directions of Engineer-In-Charge.
226	a) With cement mortar 1:4 (1 cement : 4 fine sand)
227	Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete
228	Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.
229	Providing and fixing special quality bright finished brass cupboard or ward robe locks with four levers of approved quality including necessary screws etc. complete.
230	a) 40 mm
231	b) 50 mm
232	Providing and fixing bright finished brass handles with screws etc.complete:
233	a) 125 mm
234	b) 100 mm
235	Taking out existing wooden door shutter, repair by cutting, painting etc. and refixing of repaired door shutters to existing door frames, including replacement of hinges with screws, etc. as required, all complete as per the direction of the Engineer-in-charge
236	Providing and fixing brass curtain rods of wall thickness 1.25 mm with two brass brackets fixed with brass screws and wooden plugs etc. wherever necessary complete.
237	25mm Diameter
238	Fixing chowkhat in existing opening in brick/ RCC wall with dash fasteners/Chemical fasteners of appropriate size (3 nos on each vertical member of door chowkhat and 2 nos on each vertical member of window chowkhats), including Cost of dash fasteners/ chemical fastener.
239	Pumping out water caused by seepage, springs, broken water mains or drains or the like.
240	Cleaning of under ground sump, Over Head R.C.C. Tank ( independent staging) including disposal of slit and rubbish, all as per direction of Engineer-in-Charge. The cleaning shall consist following operations:- (i) Tank shall be emptied of water by pumping & bottom shall be cleaned of silt and other deposits. (ii) Entire surface area of the sump shall then scrubbed thoroughly with wire brush etc. and pressure washed with water. (iii) Chlorination of RCC internal surface by liquid chlorine. (iv) The treated surface shall be dried using air jetting and all loose particles shall be removal from the surface. (v) Finally the surface shall be treated with ultraviolet radiation etc. as per direction of Engineer-in-Charge.
241	Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge
242	75mm average thickness
243	50mm average thickness
244	Filling Structural cracks (V- grooves) - Making V grooves along the cracks & filling these cracks in RCC wall, beams , columns of cooling towers using ready to use epoxy mortar like Fosroc Nitomortar 30 / Sika dur 41 / BASF Master Brace 2200 /Pidilite Dr Fixit Epoxy Mortar after application of Epoxy Bond coat like Fosroc Nitobond EP / Sika’s Sikadur 32 LP / BASF Master Brace 1414 // Pidilite Dr Fixit Epoxy Bonding Agent or approved equivalent (as per approved Vendor list)
245	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment of existing masonry using chemical emulsion @ one litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1cement : 2 coarse sand) to the full depth of the hole :
246	With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
247	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :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:
248	With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
249	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : 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:
250	With Chlorpyriphos/Lindane E.C. 20% with 1% concentration
251	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) Treatment at points of contact of wood work by chemical emulsion Chlorpyriphos/ Lindane (in oil or kerosene based solution) @ 0.5 litres per hole by drilling 6 mm dia holes at downward angle of 45 degree at 150 mm centre to centre and sealing the same.
252	Cleaning of reinforcement from rust from the reinforcing bars to give it a total rust free steel surface by using alkaline chemical rust remover of approved make with paint brush and removing loose particles after 24 hours of its application with wire brush andhoroughly washing with water and allowing it to dry, all complete as per direction of Engineer-In-Charge.
253	a) Bars upto 12 mm diameter
254	b) Bars above 12 mm diameter
255	Chipping of unsound/weak concrete material from slabs, beams, columns etc. with manual Chisel and/ or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per direction of Engineer-In-Charge
256	a) 75mm average thickness
257	b) 50mm average thickness
258	Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100mm upto 200mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.
259	Upto and including 12mm dia.
260	Providing, mixing and applying bonding coat of approved adhesive on chipped portion of RCC as per specifications and direction of Engineer-In-charge complete in all respect.
261	a) SBR Polymer (@10% of cement weight) modified cementitious bond coat @ 2.2 kg cement per sqm of surface area mixed with specified proportion of approved polymer
262	b) Epoxy bonding adhesive having coverage 2.20 sqm/kg of approved make
263	Providing, mixing and applying SBR polymer (of approved make) modified Cement mortar in proportion of 1:4 (1 cement: 4 graded coarse sand with polymer minimum 2% by wt. of cement used) as per specifications and directions of Engineer-in-charge. Note: Measurement and payment: The pre-measurement of thickness shall be done just after the surface preparation is completed and Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding / tapping with a blunt metal instrument and/or the 75mm size cube crushing strength at the end of 28 days to be not less than 30 N/Sqmm2).
264	12 mm average thickness.
265	Providing, mixing and applying SBR polymer (of approved make @ minimum 2% by wt. of cement used) modified plain/reinforced cement concrete for structural members having minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness.Note: Rates shall be for finished surface area of concrete and shall include the cost of labour, concrete and appropriate approved Super- Plasticiser for rendering concrete as flowable and SBR polymer (But shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering,strutting, propping etc (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument)
266	a) 50mm thick in Grade M 25 with cement content not less than 330 kg per cum
267	b) 75mm thick in Grade M 25 with cement content not less than 330 kg per cum
268	Providing and laying SBR Polymer modified (of approved make @ minimum 2% by wt. of cement used) plain/reinforced concrete jacket for the structural members e.g. columns, pillars, piers, beams etc with concrete having the specified minimum characteristic compressive strength [with ordinary portland cement, coarse sand and graded stone aggregate of 10mm maximum size in proportion as per design criteria] with specified average thickness all-round existing core of RCC member.Note: Rates shall be for finished surface area of concrete and shall include the cost of making holes in existing RCC slab, if required, for pouring concrete in shuttering mould of jacket and appropriate approved Super-Plasticiser for rendering concrete as flowable self compacting and SBR polymer (but shall exclude cost of reinforcement, bond coat, Shear Keys, centering and shuttering,strutting, propping etc) (Payment under this item shall be made only after proper wet curing has been done and surface has been satisfactorily evaluated by sounding/tapping with a blunt metal instrument)
269	a) 50mm thick in Grade M 25 with cement content not less than 330 kg per cum
270	b) 75mm thick in Grade M 25 with cement content not less than 330 kg per cum
271	Providing and inserting 12mm dia galvanised steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20mm to 30mm) up to depth from 30mm to 80mm at required spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge.
272	Providing & Laying of Pebbles (20mm to 50mm) round in shape of good quality, free form organic material sulphates or any deleterious material.
273	Providing and fixing 16 mm M.S. Fan clamps of standard shape andsize in existing R.C.C. slab, including cutting chase, anchoring clampto reinforcement bar, including cleaning, refilling, making good thechase with matching concrete, plastering and painting the exposedportion of the clamps complete.
274	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.
275	Supplying,fabricatingandfixingin position M.S. anchorplates, hooks, insert plates, M.S. flats,M.S. angleinsertsand thelikeincluding welding M.S. lugs, etc.,andembeddingin cementconcrete /R.C.C. works as per approved drawingscomplete in all respects and as per direction of Engineer-in-Charge
276	Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed andconsolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
277	ROAD WORKS
278	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 beyond plant boundary or municipal dumping ground (contractor shall obtain the permission).
279	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, watering and compacting to required density etc. and re-rolling the sub grade and disposal of surplus earth within plant boundary.
280	Supplying and stacking at site with Laying, spreading and compacting stone aggregate of specified sizes in uniform thickness, hand picking, rolling with vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
281	90 mm to 45 mm size stone aggregate
282	Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant atOMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motorgrader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications anddirections of Engineer-in-Charge.
283	With material conforming to Grade-I (size range 75 mm to0.075 mm) having CBR Value-30
284	With material conforming to Grade-II (size range 53 mmto 0.075 mm ) having CBR Value-25
285	With material conforming to Grade-III (size range 26.5 mmto 0.075 mm ) having CBR Value-20 cum
286	Providing, laying, spreading and compacting graded crushed aggregate wet mix macadam including pre-mixing the material to OMC in the mechanical mix (Pug mill), carriage of materials to the site etc. complete. The wet mix to be laid in uniform layers, rolling/compacting with 10Tvibratory roller including scrapping the existing surface wherever required as directed.
287	Providing and applying tack coat using bitumen emulsion (with medium setting) conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom.
288	On W.B.M / W.M.M. @ 0.4kg/sqm
289	On bituminous surface @ 0.25kg/sqm
290	Supplying, stacking and Spreading 6 mm thick red bajri, watering and rolling complete including preparation of the surface and rolling.
291	With road roller/ hand roller
292	Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of coarse sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer\"s specifications & direction of Engineerin-Charge.
293	60mm thick Cement concrete paver block of M-35 grade with approved colour, design & pattern.
294	80 mm thick C.C. paver block of M-30 grade with approved color design and pattern
295	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainageopening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
296	Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri, dust, etc and labour required.
297	WMM / Sub base portion
298	Cleaning and desilting of drains, side slopes in or under water or above water level and along drain both sides upto 3.0 metre including removal of grass, bushes, vegetation, debris, sludge and any other unwanted material and disposal of the same at places as directed by Engineer-in-Charge outside owner\"s premises or municipal dumping ground (permission to be obtained by the contractor) including all labour, materials, tools, tackles, transportation for all lead and lifts as directed.
299	Cross section of drain upto 2.0 sqm.
300	Cross section of drain more 2.0 sqm.
301	Collection of scrap / unwanted materials from different location & elevations and transporting them to scrap yard/municipal dumping ground (permission to be obtained by the contractor) or any other place as per instruction of Engineer-in-Charge.
302	Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, rolling & lead anywhere within plant boundary and lift up to 1.5 m.
303	Providing & laying Selection no. 1 grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge
304	Providing and laying dry rubble stone soling in layers of 300 mm thick hand set in regular lines, interstices being filled in with small pieces of stones, thoroughly rammed, consolidated and watered complete as directed and specified & rolling with 10 MT power roller.
305	Scarifying the existing road surface upto a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means)
306	Providing and laying dry rubble stone soling in layers of 230 mm thick hand set in regular lines, interstices being filled in with small pieces of stones/aggregates and sand mixed soil/gravel, thoroughly rammed, consolidated and watered complete as directed and specified & rolling with 10 MT power roller.
307	MISCELLANEOUS :
308	Providing and laying \"SHRINKKOMP- 20\" anti-shrinkage grouting in pockets and base plates of light dynamic machines such as small pumps and compressors as per manufacturer\"s specifications, complete in all respects as per direction of Engineer-in-Charge.
309	Providing and fixing in position 25 mm thick shalitex board in expansion joints or around machine foundations or in floors with necessary shalitex sealing compound, complete in all respects as per direction of Engineer-in-Charge :
310	Providing and fixing G.I. pipe sleeve including grouting in wall & floor with concrete 1:2:4 (1 cement: 2 sand: 4 stone chips 20 mm and down) , complete in all respects as per direction of Engineer-in-Charge :
311	Supplying and filling in under floors, etc., with fine sand at all depths in layers not exceeding 20 cms. in thickness including consolidating and dressing each deposited layer by ramming and watering, etc., complete in all respects as per direction of Engineer-in-Charge
312	Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991, in true horizontal level suspended on inter-locking metal powder coated T-Grid of hot dipped galvanised iron section of 0.40 mm thick on Silhouette profile, rotary stiched double webbed white with 6 mm reveal profile (white/black),comprising ofmain-T runners of size 15x42 mm of length 3000 mm, cross - T ofsize 15x42 mm of length 1200 mm and secondary intermediatecross- T of size 15x42 mm of length 600mm to form grid module ofsize 600 x 600 mm, suspended from ceiling using galvanised mildsteel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L- shape level adjuster of size85x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall /partition with the help of plastic rawl plugs at 450 mm center toc enter and 40mm long dry wall S.S screws. The work shall be carriedout as per specifications, drawing and as per directions of theEngineer-in-Charge. With 15 mm thick integral densified micro edge lightweight calcium silicate false ceiling tiles
313	Providing and fixing 16 mm M.S. Fan clamps of standard shape and size in existing R.C.C. slab, including cutting chase, anchoring clampto reinforcement bar, including cleaning, refilling, making good thechase with matching concrete, plastering and painting the exposedportion of the clamps complete.
314	Providing and fixing in position 12 mmthickbitumen impregnatedfibre board conforming to IS: 1838inexpansion joints including sealing the joints at the exposed endswith approved quality sealing compound including application of an approved primer as per manufacturer\"s specifications and as per direction of the Engineer-in-Charge.
315	Providingandlayingfactory madechamferededgeCementConcretepaverblocksinfootpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.: 60mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
316	ProvidingandfixingG.I.chainlinkfabricfencingofrequiredwidthinmeshsize50x50mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per thedirectionofEngineer-in-charge.Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade
317	Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
318	DilutingandinjectingchemicalemulsionforPOST-CONSTRUCTIONALanti-termitetreatment (excluding the cost ofchemical emulsion): Alongexternal wallwhere theapron isnot 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
319	Designing Providing and Fixing of Pylon both side dimension of pylon 1828x610x100mm made with MS Tube 50x50x2mm structure with MS base plate 150x150x8mm 2nos. including cladding of 4mm thick ACP sheet all around the Pylon with help of double side 3M tape including providing pressure pasting of printed vinyl 3M/Avery 180-C Grade & over laminated of approved brand vinyl fixed by Dash Fastener Hilti/Fischer complete as per architectural drawings and direction of Engineer in charge.(182x61x10 in cm)
320	Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions building for all heights and all levels etc. including: of the(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminum composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF Lumifion based fluoropolymer resin coating of approved colour and shade on face and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone seulant, backer rods etc..(c) The fastening brackets of Aluminium alloy 6005 T5 MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in $5 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium items The Contractor shall provide curtain wall with aluminam composite panel cladding, having all the performance characteristics all complete, as per the Architectural drawings, se per item description, as specified, as per the approved shop drawings and as directed by the firngineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall the measured in sqm. up to two decimal places.
321	Archictect Planner
322	Engagement of the services of an Architect/Planner for the planning and design of construction and architectural works, including plumbing, sanitary fittings, and related components of the buildings as per the defined scope of work.The Architectural Services shall also include the design of the Main Gate and Material Gate, along with the preparation and submission of 3D views, drawings, and related specifications.
323	Geo-technical Investigation
324	To conduct Geo-technical Investigation for design of foundation and to submit report for information to Owner/PMC, covering all relevant data such as soil profile up to 15-20 m, approx. 5-7 no.\"s 150mm bore hole, SPT, PLT, ERT, soil properties, rock properties and interpretaion of results, net safe bearing capacities at various depth and sizes etc, including all tools & tackles, mobilization, complete in all respects.
325	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
326	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)
327	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 :
328	300 mm dia. R.C.C. pipe
329	450mm dia. R.C.C. pipe
330	600 mm dia. R.C.C. pipe
331	Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. Complete
332	450 mm dia. R.C.C. pipe
333	600 mm dia. R.C.C. pipe
334	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, pipe encasement, excavation, M15 PCC, M25 RCC , reinforcement etc complete in all respect.:
335	300 mm dia. R.C.C. pipe
336	450mm dia. R.C.C. pipe
337	600 mm dia. R.C.C. pipe
338	Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of jointspipe encasement, excavation, M15 PCC, M 25 RCC, reinforcementetc complete in all respect .
339	450 mm dia. R.C.C. pipe
340	600 mm dia. R.C.C. pipe
341	600 mm dia. R.C.C. pipe
342	Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), frame to be Jointed with galvanized brackets and stainless steel screws, corners of the doorjoints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineer in-charge
343	Extruded section profile size 48x40 mm metre 232.55
344	Extruded section profile size 42x50 mm metre 280.70
345	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course/foundations/plinth beams/underground structures after cleaning the surface with of cloth lightly soaked in kerosene oil. brushes and finally with apiece of cloth lightly soaked in kerosene oil.
346	Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.
347	Fixed to openings /wooden frames with rawl plugs screws etc.
348	Supply, Installation, Testing and Commissioning of Automatic Boom Barrier as per Technical Specification attached as Annexure-I to Section-VI.
349	Supply, Installation, Testing and Commissioning of FLAP/ SWING Barrier as per Technical Specification attached as Annexure-II to Section-VI.
350	Supply, Installation, Testing and Commissioning of Automatic Sliding Gate as per Technical Specification attached as Annexure-III to Section-VI.
351	Providing, fabricating, and fixing stainless steel (Grade 304) channel letters and logo, complete with LED backlighting to achieve a halo effect. The work includes:a) Letters and Logo, 304-grade S.S. with a specified finish b) LED Illumination c) Mounting d) Wiring e) Finishings.Description :-Fabrication, supplying, installation and commissioning of LED signage board of TALCHER FERTILIZERS LTD. letter in English,Hindi and Odiawith white acrylic and ACP sheets. LED of each letter shall be of 12V waterproof LEDs . LED for each letter having 3 row equally spaced. Colour of emission will be as per direction of PMC/OWNER. The letter structure to be installed on the top of the Gates/ Structure shall withstand 200 km/hr minimum wind velocity.All materials shall be as per the technical specifications of the tender and got approved before start of fabrication and installation. NOTE:-Sign board shall be designedas per latest industrial practice, contractor shall submit detailed specification for PMC/ Owner Approval.
352	PART-B ( Electrical Works)
353	DISTRIBUTION BOARD (LSDBs / SPDBs)Design, Supply, Installation, Testing and Commissioning at site of following weather proof Distribution Board made of CRCA sheet steel IP-55 execution having minimum thickness 2.0 mm suitable for wall / structure mounting, Indoor type andthe same shallbe suitable for DIN rail mounting MCBs/MCCBs/RCCBs etc. with provision of both (top & bottom) entry with 3 Nos. LED phase indicating lamps in incomers. Requirednos. of suitableElmex/ phoenix /connectwellterminals, crimping type Cu lugs and double compression rolled aluminum cable glands for Incomer and outgoing cable feeders including power and control cable glanding and terminations, handling, transportation from owner\"s store/ storage yard to erection site; unpacking, inspection; dressing of foundation as required; on frame works/supports grouted or welded to columns/structures; mounting in position and connecting of loose components and accessories; drilling of gland plates with required holes or enlarging existing holes for cable entries; fixing of cableglands and terminal supplied loose; plugging of all unused cable entries in the board/panels to make the same dust and vermin proof, making good of wall/column broken or chipped by cement plastering; minorrepair and touch painting work; operational and functional checking; supply of fixing bolts, nuts and washers and other necessary hardwares and civil masonrymaterials; all work, labour and materialscomplete as per drawings & documents, specifications, codes and standards and directions of Engineer-in-Charge. Further please note that termination shall also include drilling, tapping of cable insulation, crimping of lugs to the conductor & connection of the lugs to equipment terminal..If any board is installed in outdoor area PVC shed shall be provided covering the total switchboard and safe staying of one person for maintenance during rainy season.
354	415V Hose proof and weatherproof industrial type sheet steel enclosed, 12 way Lighting cum Sub-Power Distribution Board (PDB) for Lighting, Switch Socket / ACwith IP-55 degree of protection fro CISF Security Gate having 1 no, 125A 4P MCCB, 3 nos 63A DP RCBO in phase and 9 Nos. 32 A DP MCB 3 nos.16A DP MCBs outgoing as per Technical specifications , SLD, standards & direction of Engineer in charge including provision for 2 nos earthing with 1x16 sq.mm (Al) unarmoured cable.
355	415V Hose proof and weatherproof industrial type sheet steel enclosed, 21 way Lighting cum Sub-Power Distribution Board (PDB) for Lighting, Switch Socket / ACwith IP-55 degree of protection fro Material Gate having 1 no, 125A 4P MCCB, 3 nos 63A DP RCBO in phase and 18 Nos. 32 A DP MCB 3 nos.16A DP MCBs outgoing as per Technical specifications , SLD, standards & direction of Engineer in charge including provision for 2 nos earthing with 1x16 sq.mm (Al) unarmoured cable.
356	415V Hose proof and weatherproof industrial type sheet steel enclosed, 12 way LightingDistribution Board (LSDB) for Lighting, with IP-55 degree of protection orhaving 1 no, 63A 4P MCB, 3 nos 63A DP RCBO in phase and 12 nos.16A DP MCBs outgoing as per Technical specifications , SLD, standards & direction of Engineer in charge including provision for 2 nos earthing with 1x16 sq.mm (Al) unarmoured cable.
357	LIGHTING
358	Supply, Installation, Testing and Commissioning of prewired wall / structure mounted type following LED lighting fixtures including providing & fixing LED lighting fixtures, electronic drivers,condensers,internal & external reflectors, louvers, etc. Including handling, transportation from owners store to erection site, unpacking, inspection; checking of internal wiring; Erection in position on false ceiling / floor etc ,cable glanding, crimping of lugs and connections at fixtures; supply of all erection materials Including necessary GI hardware, GI clamps, GI brackets, civil masonry materials; all work, labour and materials complete as per drawings, specifications, codes and standards and directions of Engineer in charge.240VAC 1 phase 45 WStreet Lighting Fixtures. with LED lamp in weatherproof & hose prooflight Min IP65,fixture complete with driver ,cable glands and other accessories, suitable for 3 X 2.5mm2 (Cu) cable and stopping plug for outdoor area.
359	Supply, Installation, Testing and Commissioning of prewired wall/structuremounted type following LED lighting fixtures including providing & fixing LED lighting fixtures, electronic drivers,condensers,internal & external reflectors, louvers, etc. Including handling, transportation from owners store to erection site, unpacking, inspection; checking of internal wiring; Erection in position on false ceiling / floor etc ,cable glanding, crimping of lugs and connections at fixtures; supply of all erection materials Including necessary GI hardware, GI clamps, GI brackets, civil masonry materials; all work, labour and materials complete as per drawings, specifications, codes and standards and directions of Engineer in charge. 240VAC 1 phase 100/120 WFlood Lighting Fixtures with LED lamp in weatherproof & hose prooflight Min IP65,fixture complete with driver ,cable glands and other accessories, suitable for 3 X 2.5mm2 (Cu) cable and stopping plug for outdoor area..
360	Supply, Installation, Testing and Commissioning of prewired wall/ceiling/false ceiling mounted type following LED lighting fixtures including providing & fixing LED lighting fixtures, electronic drivers,condensers,internal & external reflectors, louvers, etc. Including handling, transportation from owners store to erection site, unpacking, inspection; checking of internal wiring; Erection in position on false ceiling / floor etc ,cable glanding, crimping of lugs and connections at fixtures; supply of all erection materials Including necessary GI hardware, GI clamps, GI brackets, civil masonry materials; all work, labour and materials complete as per drawings, specifications, codes and standards and directions of Engineer in charge.High quality LED tubecomplete with2X20W tube (T5) eco friendly, having ≥ 2000 lumen output, CCT-6500K, IP-20, luminous efficacy ≥ 100 lm/watt, CRI>70, life ≥ 40000 burning hours, PF>0.95 and THD<10%, no UV radiation etc. suitable for ceiling/ wall mounted
361	As above but FLPwith FLP Cable Glands
362	Supply, Installation, Testing and Commissioning of prewired wall/ceiling/false ceiling mounted type following LED lighting fixtures including providing & fixing LED lighting fixtures, electronic drivers,condensers,internal & external reflectors, louvers, etc. Including handling, transportation from owners store to erection site, unpacking, inspection; checking of internal wiring; Erection in position on false ceiling / floor etc ,cable glanding, crimping of lugs and connections at fixtures; supply of all erection materials Including necessary GI hardware, GI clamps, GI brackets, civil masonry materials; all work, labour and materials complete as per drawings, specifications, codes and standards and directions of Engineer in charge.High quality LED tubecomplete with 1X20W tube (T5) eco friendly, having ≥ 2000 lumen output, CCT-6500K, IP-20, luminous efficacy ≥ 100 lm/watt, CRI>70, life ≥ 40000 burning hours, PF>0.95 and THD<10%, no UV radiation etc. suitable for ceiling/wall mounted
363	Supply, Installation, Testing and Commissioning of prewired wall/ceiling/false ceiling mounted type following LED lighting fixtures including providing & fixing LED lighting fixtures, electronic drivers,condensers,internal & external reflectors, louvers, etc. Including handling, transportation from owners store to erection site, unpacking, inspection; checking of internal wiring; Erection in position on false ceiling / floor etc ,cable glanding, crimping of lugs and connections at fixtures; supply of all erection materials Including necessary GI hardware, GI clamps, GI brackets, civil masonry materials; all work, labour and materials complete as per drawings, specifications, codes and standards and directions of Engineer in charge.High quality LED Batten tubecomplete with 1X20W tubeeco friendly, having ≥ 2000 lumen output, CCT-6500K, IP-20, luminous efficacy ≥ 100 lm/watt, CRI>70, life ≥ 40000 burning hours, PF>0.95 and THD<10%, no UV radiation etc. suitable for ceiling/wall mounted
364	Supply, Installation, Testing and Commissioning of prewired wall/ceiling/false ceiling mounted type following LED lighting fixtures including providing & fixing LED lighting fixtures, electronic drivers,condensers,internal & external reflectors, louvers, etc. Including handling, transportation from owners store to erection site, unpacking, inspection; checking of internal wiring; Erection in position on false ceiling / floor etc ,cable glanding, crimping of lugs and connections at fixtures; supply of all erection materials Including necessary GI hardware, GI clamps, GI brackets, civil masonry materials; all work, labour and materials complete as per drawings, specifications, codes and standards and directions of Engineer in charge. Wall mounted high quality LED tube batten complete with single 9W tube (T5) eco friendly, having ≥ 900 lumen output, CCT-6500K, IP-20, luminous efficacy ≥ 100 lm/watt, CRI>80, life ≥ 40000 burning hours, PF>0.95 and THD<10%, no UV radiation etc.
365	Wiring
366	Point Wiring : One Light / Fan /Exhaust Fan Point shall controlled by one switch .Supply and Providing Point Wiring system for primary light point/ceiling fan point/exhaust fan point/ call bell point/light plug point controlled by 1-6 Ampere modular type switch inclusive of the cost for providing circuit wiring from Distribution board to switch boards with 2x2.5 sq.mm.,1.1 KV grade PVC multi stranded fire resistant insulated copper conductor wire for light in required size of rigid PVC conduit with conduit accessories and 14swg bare copper earth wire continuity conductor including providing/fixing of PVC conduit of required size. Item shall also include wiring from switch board to point/fitting with 2x1.5 sq.mm copper conductor PVC insulated wire of 1100V gradewith 14 SWG copper wire as earth continuity conductor for light in appropriate size of PVC conduit including providing & fixing PVC conduit with accessories such as bends,JB,sockets etc.required size of MS zinc passivated modular box with white inner plate and glossy white outer module plate for housing modular switch, sockets, fan regulators (Electronic heavy duty step up type) bell push on modular plate etc,The rates shall include cutting and refilling of chases/ Wall etc. including internal connections as required. All switch sockets shall be modular type fixed on modular plate. Make of modular plate, board, switch, socket etc shall be as per approved Make .(Actual nos. shall be decided at site).
367	Point Wiring : TWO Light / Fan / Exhaust FanPoint shall controlled by one switch. Supply and Providing Point Wiring system for primary light point/ceiling fan point/exhaust fan point/ call bell point/light plug point controlled by 1-6 Ampere modular type switch inclusive of the cost for providing circuit wiring from Distribution board to switch boards with 2x2.5 sq.mm.,1.1 KV grade PVC multi stranded fire resistant insulated copper conductor wire for light in required size of rigid PVC conduit with conduit accessories and 14swg bare copper earth wire continuity conductor including providing/fixing of PVC conduit of required size. Item shall also include wiring from switch board to point/fitting with 2x1.5 sq.mm copper conductor PVC insulated wire of 1100V gradewith 14 SWG copper wire as earth continuity conductor for light in appropriate size of PVC conduit including providing & fixing PVC conduit with accessories such as bends,JB,sockets etc.required size of MS zinc passivated modular box with white inner plate and glossy white outer module plate for housing modular switch,sockets,fan regulators (Electronic heavy duty step up type) bell push on modular plate etc,The rates shall include cutting and refilling of chases/wall etc. including internal connections as required. All switch sockets shall be modular type fixed on modular plate. Make of modular plate,board switch, socket etc shall be as per approved Make. (Actual nos. shall be decided at site).
368	Point Wiring : Plug PointSupply and Providing Point Wiring system for 6A Plug points with single core multi stranded PVC insulated unsheathed copper conductor fire retardant wires of 1100V grade in recessed PVC conduit including providing and fixing PVC conduits of required size complete with accessories such as bends,JB, Pull Boxes etc with plate, switches,sockets,screws and covers, Zinc Passivated MS modular boxes (16 gauge sheet construction) of suitable sizes, embedded in wall, concealed and flush with walls including cutting and refilling the chases/ Wall etc and inclusive of 14 SWG bare copper earth conductor for socket outlets as per specifications & direction of Engineer in charge. All Modular type switch & socket shall be of approved make.6 Amp 6 pin socket outlet with 6A switch mounted side by side with 2x2.5 sq.mm PVC copper wire with 14 SWG bare copper earth wire.(Actual nos. shall be decided at site).
369	Point Wiring : Secondary Plug Pointfrom Primary Plug PointSupply and Providing Point Wiring system for 6A Plug points with single core multi stranded PVC insulated unsheathed copper conductor fire retardant wires of 1100V grade in recessed PVC conduit including providing and fixing PVC conduits of required size complete with accessories such as bends,JB, Pull Boxes etc with plate, switches,sockets,screws and covers, Zinc Passivated MS modular boxes (16 gauge sheet construction) of suitable sizes, embedded in wall, concealed and flush with walls including cutting and refilling the chases/ Wall etc and inclusive of 14 SWG bare copper earth conductor for socket outlets as per specifications & direction of Engineer in charge. All Modular type switch & socket shall be of approved make.6 Amp 6 pin socket outlet with 6A switch mounted side by side with 2x2.5 sq.mm PVC copper wire with 14 SWG bare copper earth wire.(Actual nos. shall be decided at site).
370	Point Wiring :Power Plug PointSupply and Providing Point Wiring system for 16A /6A power plug point with following sizes PVC insulated unsheathed single core multi stranded copper conductor, fire retardant wires of 1100V grade in recessed PVC conduits of required size complete with accessories such as bends,JB,Pull boxes etc with plate switches,sockets,screws and covers, Zinc Passivated MS modular boxes (16 gauge sheet construction) of suitable size, embedded in wall concealed and flush with walls including cutting and refilling the chases/Wall etc, and inclusive of 14SWG bare copper earth conductor for socket outlets as per specifications & direction of Engineer in charge. All modular type switch & socket shall be of approved make.16A, 6 Pin socket outlet with 16A switch mounted side by side with 2x4 sq.mm PVC copper wire with 14 SWG bare copper earth wire as an independent circuit from DB. (Actual nos. shall be decided at site).
371	Point Wiring : Secondary Power Plug Point from Primary Power Plug Point Supply and Providing Point Wiring system for 16A /6A power plug point with following sizes PVC insulated unsheathed single core multi stranded copper conductor, fire retardant wires of 1100V grade in recessed PVC conduits of required size complete with accessories such as bends, JB, Pull boxes etc with plate switches, sockets, screws and covers, Zinc Passivated MS modular boxes (16 gauge sheet construction) of suitable size, embedded in wall concealed and flush with walls including cutting and refilling the chases/Wall etc, and inclusive of 14SWG bare copper earth conductor for socket outlets as per specifications & direction of Engineer in charge. All modular type switch & socket shall be of approved make.16A, 6 Pin socket outlet with 16A switch mounted side by side with 2x4 sq.mm PVC copper wire with 14 SWG bare copper earth wire as an independent circuit from DB. Two nos.power plug point shall be looped from one primary plug point.
372	Point Wiring : A.C. PointSupply and Providing Point Wiring system for 32A Industrial socket point (A.C. Point) with 2x4 sq.mm PVC insulated copper conductor FRLS cable in recessed PVC conduit along with 1x4 sq.mm. PVC insulated FRLS cable for earthing I/C, Providing & fixing 25A plug & socket unit complete with 32A DP MCB and 32A plug top including GI Box to be mounted on modular plate complete with connections, testing & commissioning etc (separate circuit for each point):32A DP MCB with Sockets for 1.5T AC
373	Exhaust Fans
374	Supply, hanging, fixing, connectingof f following single phase exhaust fan with guards/ louvers, along with necessary brackets, all required civil works, making good the walls after fixing the fans etc. 300 mm sweep heavy duty exhaust fan with self opening louvers.
375	Same but FLP
376	Supply, Innstallation, Testing & Commissioning of Call Bell/Buzzer for single phase , 230 V complete as required
377	Ceiling / Wall Fans
378	Supply, hanging, fixing, connecting,decorative type, 3-blade ceiling fan including provision of cable/wire from ceiling rose or connector to fan including supply and fixing hexagonal fan hook with 12 mm dia. MS rod bend to shapeas required.1200 mm sweep
379	Supply, hanging, fixing, connectingof following single phase wall fan , along with necessary brackets, all required civil works, making good the walls after fixing the fans etc.400 mm sweep heavy duty wall fan with string controlled regulator & rotation.
380	Interlocked type switch sockets
381	Supply, installation, testing and commissioning of interlocked type switch sockets with matching plugs complete with cable glands, lugs, terminal blocks etc. of following ratings: 63A, 5 pin, 415V (Weather Proof)
382	Supply, installation, testing and commissioning of interlocked type switch sockets with matching plugs complete with cable glands, lugs, terminal blocks etc. of following ratings:25A, 3 pin, 240V
383	EARTHING AND LIGHTNING PROTECTION
384	Supply ,Installation, Testing & Commissioning of 100 NB,3.8 M. Long G.I.pipe Earth Electrode in Earth pit including Earth Bus as perPDS attached with TSIncluding handling, transportation to Erection site, Excavation of Earth pit in all types of soil, back filling of pit with common salt, charcoal / coke and loose Earth after installation of Electrode there in, removal of surplus Earth away from Erection site, consolidation of loose Earth on back filled pit, making of bricks work, Inspection chamber on back filled pit and cover of RCC ,there of complete with lifting hook, fixing & connecting inside the chamber of G.I. Earth bracket and other accessories of the Earth Electrode, painting of Earth pit No. and Earthing symbol on the cover, supply of salt, charcoal /coke, bricks, sand, cement, stone chips, reinforcement rods, lifting hook, necessary stainless steel hardware, paints etc. all works, labour & materials complete as per Drawings, specifications, code& standards and direction of consultant/owner.
385	Supply Installation, Testing & Commissioning of GI earth strip / Wire conductors of following sizes as perPDS attached with TSenclosed in ready made concrete trenches or in floor slits, on brick / concrete wall under concrete floors, or paved areas, across pipe joints and valves, directly buried under ground at depth of 500 mm, including handling, transportation to erection site, bending, straightening, cutting to size, welding together of earth strips in overlapping manner, chipping in concrete floors/ paved areasfor laying the earth stripsunder floors/ paved areas and making good by cement plastering concreteafter laying of the strips ; clamping and supporting of earth stripslaid above ground,connecting the strips/ wire at both ends to equipment or to earth bus / earth plates or to GI brackets fixed inside earth pit chamber, by bolting etc., Hessian tapes, all necessary GI hardware, GI clamps, civil masonry materials, etc.all work,labour as per specifications, codes and standards and directions of owner/consultant. of Hot Dip Galvanized GI earth strips & GI earth wire (with min. coating 610gm/sq.m) of size : 75 mm x 10 mmNote: The conductors shall be laid at a minimum depth of 500 mm from ground level. The excavation for the GI earth conductors/ strips shall not be separately measured and the rates quoted to include the same.
386	Supply Installation, Testing & Commissioning of GI earth strip / Wire conductors of following sizes as perPDS attached with TSenclosed in ready made concrete trenches or in floor slits, on brick / concrete wall under concrete floors, or paved areas, across pipe joints and valves, directly buried under ground at depth of 500 mm, including handling, transportation to erection site, bending, straightening, cutting to size, welding together of earth strips in overlapping manner, chipping in concrete floors/ paved areasfor laying the earth stripsunder floors/ paved areas and making good by cement plastering concreteafter laying of the strips ; clamping and supporting of earth stripslaid above ground,connecting the strips/ wire at both ends to equipment or to earth bus / earth plates or to GI brackets fixed inside earth pit chamber, by bolting etc., Hessian tapes, all necessary GI hardware, GI clamps, civil masonry materials, etc.all work,labour as per specifications, codes and standards and directions of owner/consultant. of Hot Dip Galvanized GI earth strips & GI earth wire (with min. coating 610gm/sq.m) of size: -50 mm x 6 mmNote: The conductors shall be laid at a minimum depth of 500 mm from ground level. The excavation for the GI earth conductors/ strips shall not be separately measured and the rates quoted to include the same.
387	Supply Installation, Testing & Commissioning of GI earth strip / Wire conductors of following sizes as perPDS attached with TSenclosed in ready made concrete trenches or in floor slits, on brick / concrete wall under concrete floors, or paved areas, across pipe joints and valves, directly buried under ground at depth of 500 mm, including handling, transportation to erection site, bending, straightening, cutting to size, welding together of earth strips in overlapping manner, chipping in concrete floors/ paved areasfor laying the earth stripsunder floors/ paved areas and making good by cement plastering concreteafter laying of the strips ; clamping and supporting of earth stripslaid above ground,connecting the strips/ wire at both ends to equipment or to earth bus / earth plates or to GI brackets fixed inside earth pit chamber, by bolting etc., Hessian tapes, all necessary GI hardware, GI clamps, civil masonry materials, etc.all work,labour as per specifications, codes and standards and directions of owner/consultant. of Hot Dip Galvanized GI earth strips & GI earth wire (with min. coating 610gm/sq.m) of size: -35 mm x 6 mmNote: The conductors shall be laid at a minimum depth of 500 mm from ground level. The excavation for the GI earth conductors/ strips shall not be separately measured and the rates quoted to include the same.
388	Supply Installation, Testing & Commissioning of GI earth strip / Wire conductors of following sizes as perPDS attached with TSenclosed in ready made concrete trenches or in floor slits, on brick / concrete wall under concrete floors, or paved areas, across pipe joints and valves, directly buried under ground at depth of 500 mm, including handling, transportation to erection site, bending, straightening, cutting to size, welding together of earth strips in overlapping manner, chipping in concrete floors/ paved areasfor laying the earth stripsunder floors/ paved areas and making good by cement plastering concreteafter laying of the strips ; clamping and supporting of earth stripslaid above ground,connecting the strips/ wire at both ends to equipment or to earth bus / earth plates or to GI brackets fixed inside earth pit chamber, by bolting etc., Hessian tapes, all necessary GI hardware, GI clamps, civil masonry materials, etc.all work,labour as per specifications, codes and standards and directions of owner/consultant. of Hot Dip Galvanized GI earth strips & GI earth wire (with min. coating 610gm/sq.m) of size: - 1Cx16 sq.mm Al cable UnarmouredNote: The conductors shall be laid at a minimum depth of 500 mm from ground level. The excavation for the GI earth conductors/ strips shall not be separately measured and the rates quoted to include the same.
389	Supply Installation, Testing & Commissioning of GI earth strip / Wire conductors of following sizes as perPDS attached with TSenclosed in ready made concrete trenches or in floor slits, on brick / concrete wall under concrete floors, or paved areas, across pipe joints and valves, directly buried under ground at depth of 500 mm, including handling, transportation to erection site, bending, straightening, cutting to size, welding together of earth strips in overlapping manner, chipping in concrete floors/ paved areasfor laying the earth stripsunder floors/ paved areas and making good by cement plastering concreteafter laying of the strips ; clamping and supporting of earth stripslaid above ground,connecting the strips/ wire at both ends to equipment or to earth bus / earth plates or to GI brackets fixed inside earth pit chamber, by bolting etc., Hessian tapes, all necessary GI hardware, GI clamps, civil masonry materials, etc.all work,labour as per specifications, codes and standards and directions of owner/consultant. of Hot Dip Galvanized GI earth strips & GI earth wire (with min. coating 610gm/sq.m) of size: - 8 SWG Wire Note: The conductors shall be laid at a minimum depth of 500 mm from ground level. The excavation for the GI earth conductors/ strips shall not be separately measured and the rates quoted to include the same.
390	Supply, Installation & Commissioning of GI Earth Bus bars (size: 390x50x12mm thick) as per PDS attached with TS Including handling, transportation, drilling of necessary holes/enlargement existing holes as required; all associated work for fixing the Bus bars in position e.g. cutting, leveling, aligning, chipping, grouting, welding bolting etc.; making good of broken/chipped portion on walls /columns by cement plastering. Supply of all necessary hardware (GI), paints, civil masonry materials etc. all work, labour complete as per drawings, specifications, codes and standards and directions of consultant /owner. Hot dip galvanized GI earth bus bar of size 390 x 50 x 12 thick (with min. coating 610gm/sq.m of zinc) with fixing materials as per
391	CABLES (LT)
392	Supply of 1.1 KV Grade, XLPE Insulated, PVC inner Sheath, Armoured, FRLS PVC outer sheathed cables as specified in Technical Specification Doc. No. PC183-TS-0805. : 3.5 C x 70 mm2 (Al)
393	Supply of 1.1 KV Grade, XLPE Insulated, PVC inner Sheath, Armoured, FRLS PVC outer sheathed cables as specified in Technical Specification Doc. No. PC183-TS-0805. : 3.5 C x 50 mm2 (Al)
394	Supply of 1.1 KV Grade, XLPE Insulated, PVC inner Sheath, Armoured, FRLS PVC outer sheathed cables as specified in Technical Specification Doc. No. PC183-TS-0805. : 3 C x 2.5 mm2 (Cu)
395	Horizontal and vertical laying, testing (before and after laying) and commissioning of following LV Power & Control cables in readymade trenches, on pre-fabricated cable trays / racks, on already installed risers, support hangers, saddles/ directly buried up to 1000mm depth etc.etc. pulling through pipes on walls / columns, steel structures including transportation of cable drums from storage yard to the site, unrolling the drum, laying the required length of cables including supply and fixing of necessary saddles, saddle bars, cable tags, Al clamps for cables laid vertical on walls / columns / structures, risers with all labour, consumable materials and necessary hardware to make installation complete in all respect as per approved standard drawings and direction of engineer-in-charge. 3.5 C x 70 mm2 (Al)
396	Horizontal and vertical laying, testing (before and after laying) and commissioning of following LV Power & Control cables in readymade trenches, on pre-fabricated cable trays / racks, on already installed risers, support hangers, saddles/ directly buried up to 1000mm depth etc.etc. pulling through pipes on walls / columns, steel structures including transportation of cable drums from storage yard to the site, unrolling the drum, laying the required length of cables including supply and fixing of necessary saddles, saddle bars, cable tags, Al clamps for cables laid vertical on walls / columns / structures, risers with all labour, consumable materials and necessary hardware to make installation complete in all respect as per approved standard drawings and direction of engineer-in-charge. 3.5 C x 50 mm2 (Al)
397	Horizontal and vertical laying, testing (before and after laying) and commissioning of following LV Power & Control cables in readymade trenches, on pre-fabricated cable trays / racks, on already installed risers, support hangers, saddles/ directly buried up to 1000mm depth etc.etc. pulling through pipes on walls / columns, steel structures including transportation of cable drums from storage yard to the site, unrolling the drum, laying the required length of cables including supply and fixing of necessary saddles, saddle bars, cable tags, Al clamps for cables laid vertical on walls / columns / structures, risers with all labour, consumable materials and necessary hardware to make installation complete in all respect as per approved standard drawings and direction of engineer-in-charge.3 C x 2.5 mm2 (Cu)
398	Double Compression Cable Glands
399	1.1 KV Grade, XLPE Insulated, PVC inner Sheath, FRLS PVC outer sheathed cables.3.5 x 70 mm2 (Al)
400	1.1 KV Grade, XLPE Insulated, PVC inner Sheath, FRLS PVC outer sheathed cables.3.5 x 50 mm2 (Al)
401	1.1 KV Grade, XLPE Insulated, PVC inner Sheath, FRLS PVC outer sheathed cables. 3 C x 2.5 mm2 (Cu)
402	TERMINATION OF CABLES
403	End termination and subsequent testing of XLPE insulated single core/ multi core armoured cables of 1.1KV grade, Al/ Cu cable., excluding supply of termination kits, glands but including lugs , all labour and consumable materials to make installation complete in all respect. Modification in existingswitch board for accommodating the proposedcables. The rate shall include drilling, taping of cable insulation, crimping of lugs to the conductor, connection of the lugs to equipment terminal, supply and fixing of supports & clamps for cables, G.I. nuts, screws, bolts, washers and other necessary hardware, PVC tape of required grade for taping, making cable entries dust and vermin proof, earthing etc. as per instruction of manufacturer, approved drawings, specifications and directions of engineer-in-charge. 1.1 KV grade, XLPE Insulated, PVC inner sheath, armoured, FRLS PVC outer, Stranded Cu/ Al Conductor cables as per IS:7098 (Part-1) ofsize3.5 x 70 mm2 (Al)
404	End termination and subsequent testing of XLPE insulated single core/ multi core armoured cables of 1.1KV grade, Al/ Cu cable., excluding supply of termination kits, glands but including lugs , all labour and consumable materials to make installation complete in all respect. Modification in existingswitch board for accommodating the proposedcables. The rate shall include drilling, taping of cable insulation, crimping of lugs to the conductor, connection of the lugs to equipment terminal, supply and fixing of supports & clamps for cables, G.I. nuts, screws, bolts, washers and other necessary hardware, PVC tape of required grade for taping, making cable entries dust and vermin proof, earthing etc. as per instruction of manufacturer, approved drawings, specifications and directions of engineer-in-charge. 1.1 KV grade, XLPE Insulated, PVC inner sheath, armoured, FRLS PVC outer, Stranded Cu/ Al Conductor cables as per IS:7098 (Part-1) ofsize3.5 x 50 mm2 (Al)
405	End termination and subsequent testing of XLPE insulated single core/ multi core armoured cables of 1.1KV grade, Al/ Cu cable., excluding supply of termination kits, glands but including lugs , all labour and consumable materials to make installation complete in all respect. Modification in existingswitch board for accommodating the proposedcables. The rate shall include drilling, taping of cable insulation, crimping of lugs to the conductor, connection of the lugs to equipment terminal, supply and fixing of supports & clamps for cables, G.I. nuts, screws, bolts, washers and other necessary hardware, PVC tape of required grade for taping, making cable entries dust and vermin proof, earthing etc. as per instruction of manufacturer, approved drawings, specifications and directions of engineer-in-charge. 1.1 KV grade, XLPE Insulated, PVC inner sheath, armoured, FRLS PVC outer, Stranded Cu/ Al Conductor cables as per IS:7098 (Part-1) ofsize 3 C x 2.5 mm2 (Cu)
406	CABLE ROUTE MARKER
407	Supply, Grouting and Installation of Cable Route Marker of Round shape made of MS of dia. 200mm with suitable engraving as of HT/LT / Control / Data Cable jointed with angle of 30X30X5 mm grouted in concrete of size 150mm x 150mm x 500mm.
408	Hume Pipe
409	Supply laying of NP2 class 250 mm dia Hume pipe including collars, jointing with stiff mixture of cement mortar in proportion 1:2 including cutting of pipes wherever required
410	GI Pipe / HDPE Pipe
411	Supply, laying, installation of medium class GI pipe as per IS:1239 (part-1) of size 50 mm NB
412	EXCAVATION AND BACK FILLING
413	Excavation and back filling of trenches for cables and earth strips etc. following types of soil except rocks for a maximum depth of 1.25 m for cables / 0.6 mtr. for earth strips including shoring, strutting, dewatering, consolidation and disposal of surplus earth upto100 m leads including all labour and materials to complete installation in all respect. Soft soil
414	Excavation and back filling of trenches for cables and earth strips etc. following types of soil except rocks for a maximum depth of 1.25 m for cables / 0.6 mtr. for earth strips including shoring, strutting, dewatering, consolidation and disposal of surplus earth upto100 m leads including all labour and materials to complete installation in all respect. Back filling with excavated earth in trench including consolidating each deposited layer by ramming, dressing etc.
415	FINE RIVER SAND
416	Supply & Spreading of approved fine river sand in cable trenches up to a depth of 250 mm (100 mm below the centre line of cable and 150 mm above cable the centre line of cable) including all labour and materials to make the installation complete in all respect as per approved drawings, specifications and directions of engineer-in-charge.
417	BRICKS
418	Supply & Spreading of approved first class bricks of dimension 230mmx115mmx75mm in cable trenches for cable protection including all labour and materials to make installation complete in all respect.
419	SAFETY EQUIPMENT
420	Supplying and installing the following including the supply of necessary clamps, raw plugs etc., breaking the walls if required and making good the walls after completion of work, including all materials and labour etc. and as per site instructions. CO2 type fire extinguishers (4.5 Lt capacity) with horn type (with handle) outlet.Make: Ceasefire
421	Vitreous enamel caution boards (HINDI/ ENGLISH/ODIYA) as per IS 2551 including fixing on the wall with all required hardware etc. complete. 11 V
422	Vitreous enamel caution boards (HINDI/ ENGLISH/ODIYA) as per IS 2551 including fixing on the wall with all required hardware etc. complete. 440V
423	Supply of fire retardant / extinguishing Elect. Insulated Synthetic Mat suitable for all voltages not exceeding 11 KV System (with H.T. Trolley movement) Electrically insulated PVC synthetic sheet along with suitable Resin/Chemical bound (Hardener)/ Adhesive /Pigment/ PVC Strip etc & having minimum current leakage as per IS with dielectric strength test at 22KV, breakdown strength of 45KV and without adverse effect of mineral oil, high insulation resistance (min. 600 Mega ohm per Km.) including material for water proofing of floor & sealing of all joints having Min. width of 1000 mm ± 20mm. Mats shall conform to BIS: DOC NO. ET-02 (5440) Dt.30/04/04, meet requirements of IS 15652:2006, 5216 (part-1, 2&3), IS 8437, IS 3043 & IEC 479 Pub-1 & tested for Tensile/ Elongation properties, Insulation Resistance, effects of Acid Alkaline Diesel &Transformer Oil, Leakage Current Test, Fire Test etc. 11KV Voltage grade having nominal thickness of 2.5mm ± 10%
424	Supply of fire retardant / extinguishing Elect. Insulated Synthetic Mat suitable for all voltages not exceeding 11 KV System (with H.T. Trolley movement) Electrically insulated PVC synthetic sheet along with suitable Resin/Chemical bound (Hardener)/ Adhesive /Pigment/ PVC Strip etc & having minimum current leakage as per IS with dielectric strength test at 22KV, breakdown strength of 45KV and without adverse effect of mineral oil, high insulation resistance (min. 600 Mega ohm per Km.) including material for water proofing of floor & sealing of all joints having Min. width of 1000 mm ± 20mm. Mats shall conform to BIS: DOC NO. ET-02 (5440) Dt.30/04/04, meet requirements of IS 15652:2006, 5216 (part-1, 2&3), IS 8437, IS 3043 & IEC 479 Pub-1 & tested for Tensile/ Elongation properties, Insulation Resistance, effects of Acid Alkaline Diesel &Transformer Oil, Leakage Current Test, Fire Test etc.Up to 3.3KV Voltage grade having nominal thickness of 2.0mm ± 10%
425	4 Nos. round bottom sand buckets with handle on floor mounted stand. The buckets to be marked \"FIRE\" in ENGLISH/ HINDI including supply and fixing with necessary clamps, bolts and all other hardware as required.
426	First aid boxes with necessary medicine on suitable wall mounting stands.
427	Shock treatment chart conforming to Indian Electricity Rules in Aluminum frame with glass.
428	Do & Don’t chart as per Indian Electricity Rules in Aluminum frame with glass.
429	Exit Route / Emergency Exit Route Signage with inbuilt battery backup
430	STRUCTURAL STEEL
431	Supply, Fabrication and installation of MS frame supports and bracketsbase frame, hanger, risers, clamps, etc. for different electrical equipment as and where required. The job will include cutting, drilling, welding, reverting,bolting, grouting etc steel structural with a coat of epoxy primer and two coats of epoxy paint including supply of all consumablenecessary hardware, paints etc.of various size of steel structure as required at site.
432	Item wise unit prices of following spares for two years operation and maintenance:
433	MCCB - 4 P MCCB 125 A
434	LV Switchboards :MCCB / RCCB/ MCB -4 P MCCB 63 A
435	LV Switchboards :MCCB / RCCB/ MCB -4 P MCB 63 A
436	LV Switchboards :MCCB / RCCB/ MCB -DP RCBO 63 A
437	LV Switchboards :MCCB / RCCB/ MCB -DP MCB, 16 A
438	LV Switchboards :MCCB / RCCB/ MCB -DP MCB, 32 A
439	PLANT LIGHTING POLES
440	Supply & fixing of hot dip galvanized MS tubular swaged lighting poles of following types suitable for wind velocity of 150 Km/Hr and along with suitable pole junction box. 5M high ground mounted polesJob shall also inlclude the make of civil foundation for lighting poles.
441	CABLE TRAYS (PREFABRICATED LADDER TYPE GI CABLE TRAYS) & ACCESSORIES Supply, installation & fixing of prefabricated ladder GI cable trays and their accessories i.e. supply of all hardware required i.e. J-hooks, GI Nut, Bolt, Washers,coupling plate etc. of width 150 mm, 300 mm, 450 mm & 600 mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc. asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge.The rates shall be valid for all mounting heights)
442	Straight Run Cable Trays -150mm wide
443	Horizontal Bends- 150mm wide
444	Horizontal Bends- 150 mm wide
445	VerticalInsideBends -150 mm wide
446	VerticalInsideBends - 150 mm wide
447	LT CABLE STRAIGHT THROUGH JOINT (1.1 KV): Supply and Making of heat shrinkable typestraight-through joint for 1.1 KV (E) Voltage Grade Aluminium XLPE insulated, armoured cable, including cutting, stripping of cable insulation complete with supply of compression / crimping type ferrules, plastic mould and epoxy resin compound etc., including all labour and materials, as per approved drawings, specifications and directions of Engineer-in-Charge.
448	3.5 x 70 mm2 (Al)
449	Supply, Installation, Testing & commissioning of compete set of 1.5 Ton Split Air Conditioner (AC) with minor civil works, piping & wiring. Necessary minor civil works, piping & wiring shall be also done as pergood engineering practice
450	Supply, Installation, connection, testing and commissioningof25A, 230V, 1 Ph. & N, 4 way typehoseproof & weather proof Junction Boxes in cast aluminium (LM6) enclosure with IP–65 degree of protection and suitable for 3Cx2.5 sq.mm(Cu) cablewith cable glands & terminal blocks of suitable size for easy termination of cables and as specified in Technical Specification including cable glanding, crimping of lugs on cable conductor & connecting cables, earthing etc. including supply of all connecting materials like clamps, supports etc. as required with all labour and material to make installation complete in all respect as per approved drawings, specifications and directions of engineer-in-charge. The rates shall be valid for all mounting heights
451	Supply, Installation, connection, testing and commissioningof Manual 125 AChangeover Switch complete with enclosure IP 55.

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Tender For Civil & Structural Works Of Township Boundary Wall, Approach Road For Existing Facilities, Strengthening Of Old Gasification Sub-Station Buildingand Other Miscellaneous Facilities Including Allied Electrical Works At Tfl, Talcher, Talcher-Odisha

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Tender For Civil & Structural Works Of Township Boundary Wall, Approach Road For Existing Facilities, Strengthening Of Old Gasification Sub-Station Buildingand Other Miscellaneous Facilities Including Allied Electrical Works At Tfl, Talcher, Talcher-Odisha

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