Construction Of Auditorium At Hcm Ripa, Jaipur (Excluding Cost Of Cement) Construction Of Auditorium At Hcm Ripa, Jaipur (Excluding Cost Of Cement), Jaipur-Rajasthan

TDR : 31238110

Tender Notice
Corrigendum Details
BOQ

Expired

Jaipur , Rajasthan

Tender Brief : Corrigendum : Construction Of Auditorium At Hcm Ripa, Jaipur (Excluding Cost Of Cement) Construction Of Auditorium At Hcm Ripa, Jaipur (Excluding Cost Of Cement)

Document Fees
₹ 11800 /-

EMD
₹ 2546000.0 /-

Tender Value
₹ 12.73 Crore /-

Submission Date
16-03-2022

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	11-03-2022	Engineering cost 11032022	Other	16-03-2022

Name of Work : -CONSTRUCTION OF AUDITORIUM AT HCM-RIPA, JAIPUR (EXCLUDING COST OF CEMENT)

Sl. No.	Item Description
1	Part A Civil Work
2	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
3	Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed:All kinds of soil
4	Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof inAll kinds of soil
5	1.5 M TO 3 M
6	3 M TO 4.5 M
7	4.5 M TO 6 M
8	Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils
9	Carrige of Earth,Sand ,line morrum,manure or sludge for 5.0K.m.
10	Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.
11	Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
12	Supplying chemical emulsionin sealed containers including delivery as specified.Chlorpyriphos/Lindane emulsifiable concentrate of 20%
13	Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion)
14	Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.
15	1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). (Excluding cost of cement)
16	Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering.
17	M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size).(Excluding cost of cement)
18	Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc.
19	Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for :
20	Walls (any thickness) including attached pilasters,buttressesplinthandstring course.
21	Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc.
22	Columns, pillars, posts and struts etc.
23	Add extra for additional height in centring, shutteringwhere ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at alllevels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan are is to be measured)
24	Grid roofing with panel area less than 2.25 Sqm. (contact area to be measured).
25	Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. (\"Original producers\" who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786)
26	Thermo-mechanically Treated bars (Conforming of relevent IS code)
27	Providing and laying in position Ready mix concretemanufactured in fully automatic batching plant and transportedto site in transit mixer for having contineous agitated mixer , manufactured as per approved mix design of specified grade of RCC work including pumping of RMC from transit mixerto site of laying , excluding the cost of centering , shuttering and reinforcementwith all lead and lift including cost of admixtures in recommonded portion as per IS: 9103 to accelerate /retard setting of concrete ,improve workabilitywithout imparing strength and durability as per direction of Engineer in charge .All work upto floor V floor . M-20 gradeDesign mix by using cement as per Codal provision (Excluding cost of cement)
28	Providing M-25 grade concreteby using Cement as per CODALprovision in steadof M-20 Grade design mix. R.C.C. instead ofM-20 grade R.C.C.
29	Painting top of roofs with bitumen of approved quality at 17kg per 10 sqm impregnated with a coat of coarse sand at 60 cudm per 10sqm including cleaning the slab surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil complete:With residual type petroleum bitumen of penetration 80/100
30	Supplying and providing of two components poly sulphide sealant containing solid contents, confirming to standard specification and approved compatible primer, for priming vertical faces prior to application of poly sulphide sealant including all labour charges for sealing of expansion joints after drill mixing of two components sealing compound. Cleaning and preparation of expansion joint using wire brush sand papering with emery paper and filing with suitable mechanical means. The work includes racking and cleaning of joints, sticking, debonding tape on bottom of joint, applying primer on edges, using masking tape on edges, providing of sealant and removal of masking tape immediately after providing sealant in joint.
31	To vertical joint between RCC columns, bricks & stone masonry in size 40 mm width and 12 mm depth, including providing back up material (Thermocoal foam) if required.
32	To joints in flooring, as per drawing with first layer of poly sulphide sealant in size 20 mm width and 10 mm depth over PE Foam and then providing polyethylene foam back up rod 25 mm dia size and finally providing another layer of poly sulphide sealant in size 20 mm width and 10 mm depth over P.E. back up rod as per application procedure and direction of Engineer-in-charge.
33	Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 100 in superstructure above plinth level upto floor V level in.
34	Cement mortar 1 : 6 (1 cement : 6 coarse sand) (Excluding cost of cement)
35	Add extra forbrick work in superstructure above floor five level, for each four floors or part thereof.
36	Quantity in Cum.
37	Add extra for Square or Rectangular Pillars in Superstructre brick work up to five storey
38	Upto 90 cm length and all sides are free
39	Half Brick work with mechanised autoclaved flyash lime bricks conforming to IS: 12894 :2002 of class designation 75 in superstructure above plinth level upto floor V level in.
40	Cement mortar 1 : 4 (1 cement : 4 coarse sand) (Excluding cost of cement)
41	Add extra providing and placing in position 2 Nos. ,6mm Ø M.S.bar at every third course of half brick masonry
42	Random Rubble stone masonry for foundation and plinth in Cement Sand mortar above 30CM thick wall in:
43	Cement Mortar 1:6 ( 1-Cement : 6-Sand). (Excluding cost of cement)
44	Random Rubble stone masonry for superstructure aboveplinth level one storey height above 30cm. thick walls in :
45	Cement Mortar 1:6 ( 1-Cement : 6-Sand). (Excluding cost of cement)
46	Marble stone flooring table rubbed, 16-18 mm thick over 20mm (Av.) thick base of CM 1:4 (1 cement : 4 coarse sand) jointing with white cement mortar 1:2 (1 white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.
47	OR
48	Providing and fixing stone slabs table rubbed, 16-18mm thick in Walls, Steps, Pillars, Counters, Jambs, Shelves, Sills etc. laid on 12mm (Av.) thick base of CM 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab complete including grinding, rubbing and polishing.
49	Rajnagar 1st quality with light spots.
50	1501 Cm2 to 3600 Cm2 Tiles (Excluding cost of cement)
51	Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.
52	Jhunjhunu / Jalore (Red/Choclate/Black/Pink Colour)
53	Above 3601 Cm2 Slabs (Excluding cost of cement)
54	Good quality South Black
55	Above 3601 Cm2 Slabs (Excluding cost of cement)
56	Extra for providing edge moulding to 15-18mm thick marble/ Granite/Kota stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
57	Granite/Kota Stone Work
58	Full Edge moulding
59	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
60	Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades glazed tiles confirming to IS : 13753 & IS :15622 of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar). (Excluding cost of cement)
61	Providing and fixing 1st quality MAT finished ceremic tile size 300x300mm confirmingto IS : 13755 and IS : 15622 colour such as white, grey, ivory, fume red brown, light green, light blue and other light shades in floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (including the cost of cement mortar bed 1:4). (Excluding cost of cement)
62	ExtraforusingMarbleprinted/Graniteshadeordarkshadetilesinsteadofwhite,grey,ivory,fumeredbrown,lightgreen,lightblueandotherlightshadesinglazedtilesandMATfinishedtiles.
63	Extraforusingsize above 200x300mm in glazed tiles and for using 400mm x 400mm MAT finishedtiles in place of 300mm x 300mm size.
64	Providingandfixing75 mm wide DecorativeBorderindifferentshadesandin allcolouresinglazedtiles laid over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm including pointing in white mixed with pigment of matching shade complete. (Excluding cost of cement)
65	Add extra for Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477 , using 5kg. adhesive per sum of tile area, in average 3mmthickness instead of cement mortar.
66	Providing& fixing door, window, chowkhats and other frames, including antitermite treatment, M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with M.S. bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade :
67	Ivory coast wood Grade I
68	Providing and fixing fully panelled /partly panelleddouble leaf shutters frame for windows and ventilators as per approved design and drawings with approved steel fittings as per Annexure ‘A’ and width of styles, bottom and top rails 75mm including intermediate rails 50mm wide, beading of 25mm x 15mm size on both faces :
69	35 mm thick
70	Ivory coastwood grade I
71	Wire gauge 24 gauge 14 mesh of IS 1568-1970 marked 85 gauge of dia 0.56 mm
72	SS wire gauge 14 mesh x 24 gauge
73	Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure \"A\":
74	35 mm thick .
75	Commercial Veneer both side
76	Extra for providing external lipping with 2ndclass teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 8.13.
77	Extra for cutting rebate in flush door shutters for making double leaf shutter(Total area ofthe shutter to be measured).
78	Extra for providing other type of fittings as mention in annexure A ( as approved by EI) :
79	Brass fittings
80	Providing & Fixing mica of approved make for inner/outer side of shutters with fevicol & nails completeas per approved by engineer in charge. 0.8mm thick mica
81	Providing Single leaf shutter instead of double leaf.
82	Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete:
83	20 mm
84	Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.
85	Hot finished seamless type tubes.
86	Electric resistance or induction butt welded tubes.
87	Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge :
88	Profile \"C\"
89	Providing and fixing cow catcher made of R.S. joist angles channels MS rounds including cutting welding and fabrication with priming coat of red oxide (as per design).
90	Providing and fixing steel gate, grating and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide
91	Add extra if square,rectangular hollow tubelarsections are used or grill made by flats only
92	Providing and fixing in position collapsible steel shutters with vertical M.S. Channels 20 x 10 x 2mm and bracket with flat iron diagonals 20 x 5mm. size with top and bottom rail of T-iron 40 x 40 x 6mm. with 40mm dia steel pulleys/ball bearing complete with bolts, nuts locking arrangements inside and outside stoppers, handles etc. as per specification including applying a priming coat of approved steel primer. (To be measured and paid as per outer dimension).
93	Grading roof for water proofing treatment withwater proffing compound
94	Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) (Excluding cost of cement)
95	Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : (Excluding cost of cement)
96	Making khurras 450 x 450mm with average minimum thickness 50mmcement concrete 1 : 2:4 over P.V.C. Sheet 1 Mtr. x 1 Mtr. x 40micron finished with 12mm cement plaster 1 : 3 and onecoat of neat cement, rounding edges and making and finishing the out let complete. (Excluding cost of cement)
97	Random rubble dry stone Kharanja under floor.
98	Filling of sunk portion of roof with earthen pots of required height including filling voids with 1:3:6 light concrete, using brick batscomplete levelling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification. (Excluding cost of cement)
99	Providing and laying ofpaver block as per IS 15658 : 2006 (Indian standard for precast concrete block for paving- specification) and IRC : SP:63-2004 (guidelines for the use of interlocking concrete block pavement)
100	M-40,80mm thick to be used in medium- traffic ( Medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 0.5 to 2.0 MSA for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etc
101	Category A Denated units to key into each other on four faces zigzagshape as per IRC SP 63:2004 (Excluding cost of cement)
102	Providing and fixing designer cement concrete polished tiles over 20mm average thick base of CM 1 :4 (1 Cement : 4 sand) jointing with cement mortar 1 :2 ( 1cement : 2 sand) with pigment to match the shade of the tiles complete with all respect.( As per IS-1237-2012) (Excluding cost of cement)
103	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting 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 Engineerin- charge). (Excluding cost of cement)
104	Plaster on new surface on walls in cement sand mortar 1:4 including racking of joint etc. complete fine finished: 20 mm thick. (Excluding cost of cement)
105	6mm cement plaster to ceiling of mix 1:3 (1 Cement : 3 fine sand) (Excluding cost of cement)
106	Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.
107	Making grooves as per design in plaster 10mm to 20mm wide.
108	Making of drip course (Tapka) in cement sand mortar 1:6 width upto 40 mmand 10 mm thick as per approved design
109	Providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth complete
110	New Plastered Surface (three or more coats)
111	Providing & Laying POP moulding & beading in ceiling including nailing & scafollding etc. complete of size :
112	25mm x 25 mm
113	Providing&LayingPOPCorniceofrequireddesign&patterninceilingincludingnailing&scafolldingetc.completewithfinefinishing of size:
114	75mm x 75mm
115	Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:
116	Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect.
117	Finishing walls with textured exterior paint of required shade as per approved colour complete as per manufacturers specificationsincluding primer coat and protecting coat includingScaffolding and safety provision .
118	Trowel Finish av. thickness 1500 to 2000 microns.
119	Applying priming coat : With ready mix pink or gray primer of approved brand and manufacture on wood work hard and soft wood.
120	Painting with enamel paint of approved brand and manufacture to give an even shade:
121	Two or more coats on new work.
122	Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) first layer of slurry of cement @ 0.488 kg/sqm mixed with water proffing cement compound @0.253 kg//sqm .This layer will be allowed to air cure for 4 hours.b) Second layer of slurryof cement @ 0.242 kg/sqm mixed with water proffing cement compound @ 0.126 kg/sqm This layer will be allowed to air cure for4 hours followed by water curing for 48 hours.The rates includes preparation of surface treatment & sealing of all joints ,corners,junction with polymer mixed slurry.(Excluding cost of cement)
123	Crazy marble stone flooring 20mm thick marble stone with black or of specified colour topping including filling the gaps with cement marble chips mixin proportion of 4 : 7 (4cement: 7 white black or white or black marble chips) size from 1mm to 4mm by volume and under layer of 25mm thick cement concrete [1:2:4, graded stone aggregate 12.5mm nominal size] rubbing and polishing and cement slurry etc. complete :In ordinary cement. (Excluding cost of cement)
124	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting offollowing operations. (a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with proprietary water proofing compound conforming to IS. 2645 over the RCC slab including cleaning the surface before treatment. (b) Laying cement concrete using broken bricks/brick bats 25 mm to 100mm size with 50% of cement mortar 1:4 (1 cement : 4 coarse sand) admixed with proprietary water proofing compound conforming to IS : 2645 over 20 mm thick layer of cement mortar of mix 1:4(1 cement :4 coarse sand )admixed with proprietary water proofing compound conforming to IS : 2645 to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.
125	(c) After two days of proper curing applying a second coat of cement slurry admixed with proprietary water proofing compound conforming to IS : 2645. (d) Finishing the surface with 20 mm thick jointless cement mortar of mix1:4 (1 cement :4 coarse sand) admixed with proprietary water proofing compound conforming to IS : 2645and finally finishing the surface with trowel with neat cement slurry and making of 300x300xmm square (e)The whole terrace so finished shall be flooded with water fora 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 120mm and minimumthickness at khurra as65 mm. (Excluding cost of cement)
126	Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer 3mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 Itr/sq.mt. by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ltr and viscosity 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 650/450N/5cm. Tear strength in longitudinal and transverse direction as 300/250N. 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 authorized applicator of the manufacturer of membrane.3 mm thick
127	Extra for covering top of membrane with Geotextile, 120gsm non woven, 100% polyester of thickness 1 to 1.25mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation.
128	Providing&fixingprecastcementconcretecoping1:2:4mix50mmthickcompleteas per specification : (Excluding cost of cement)
129	Providing and fixingaluminum workfor doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285,fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and thedirections of Engineer- in – charge .(Glazing and paneling to be paid for separately).
130	For fixed portion
131	Polyester Powder coating aluminum( minimum thickness of powder coating 50 micron)
132	For shutters builtup standard tubular sections of openable doors ,windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately).
133	Polyester Powder coating aluminum( minimum thickness of powder coating 50 micron)
134	Providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with PVS / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.(Cost of aluminium snap beading shall be paid in basicitem.)
135	With float glass panes of 5.0 mm thickness ( weight not less than 13.50 kg/sqm)
136	Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S.
137	With stainless steel cover plate
138	Filling the gap upto 5 mm depth and 5 mm width in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.
139	Providing and fixing brass lock without handle for aluminium door, or approved quality, make & design as directed by Engineer inc harge
140	Providing and fixing expanded grill made of aluminum as per design and drawing having members section of size 7.5mm x 6.0mm and opening of size 102mm x 99mm to aluminum window/vent with required screws, Y and H aluminium sec (as per drawing) at the ends and middle joints respectively complete in all respect as per direction of engineer in charge.
141	Polyester Powder coating aluminum( minimum thickness of powder coating 50 micron)
142	Providing and laying M30 grade controlled cement concretepavements including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with 20/25 mm stone aggregate (crusher broken) including anti-skid textured finish to required camber/ super elevation and grade including curing etc. as per specification with cement concrete M-30 grade including cost of Steel frame work for sides of C.C. pavement consisting of M. S. channels flats and angles with required steel pegs ( some of them may left embedded in concrete/ including providing frame work) (Excluding cost of cement)
143	Extrafor vacuum processed concrete including cost of equipments labour etc.
144	Cutting of construction joint/ longitudinal joint 4 to 6 mm. wideusing mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumen sealingcompound in groove including cost of sealing compound. 75mm depth.
145	Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
146	\"Providing and fixing GLAZED VITRIFIED FLOOR/Skirting and steps etc. TILES (non - skid) of thickness 9-9.5 mm with water absortion less than 0.08% and size 600x600mm in all colour and shade, laid with 20 mm thick bed of cement mortar 1:4 including grounting the joints with white cement and matching the shade/colour. Confirming to IS 15622:2006 WITH HIGH SURFACE ABRASION RESISTANCE GROUP V/PEI 5, SCRATCH RESISTANT, STAIN PROOF, with Tuff Guard or equivalent coating, Complete in all respect as per direction of engineer in charge. size 600 mm x 600 mm
147	Supply and fixing of KingZip tapered curved or equivalent \"SELF SUPPORTED SECRET FIX STANDING ROOFING SYSTEM IN 0.9 mm THICK AA 3004 ALUMINIUM ALLOY. The general roof construction shall comprise from bottom to top: (1) First Layer-28-32/200-250 Galvalume steel liner sheet (GSM 150), 0.5 mm TCT 1000 mm total cover width 35mm deep ribs spanning up to 1300 mm centres (multiple spans). The finish to the exposed surface of the liner will be polyester coating with film thickness of 23um +/-2 um. (2) Second Layer - Installation of GI top hat bracket and batten of 2 mm and 1.6 mm thickness respectively.(3) Third Layer-Vapour Control Layer shall be a single layer double-sided aluminium foil having specific weight of 200 gsm. (4) Fourth Layer-Insulation, one layer of Rockwool insulation of 100 mm thickness each minimum 60 kg/m density with thermal conductivity of K-0.038 W/mk at 20 degrees Celsius when tested to ASTM CS18. (5) Fifth Layer-Halter in grade 6082 (T6), of suitable height with thermal barrier pads to be fixed to the sub purlins with SS 304 screws only.(6) Sixth Layer-Aluminium 65/400 Straight profile sheeting manufactured from aluminium self-supported standing seam roof system from aluminium alloy AA 3004 H44 (AlMn1Mg1) as specified in 85 EN 1396:2007 material thickness of 0.9 mm and PVDF2 finish (standard colours) on the exposed surface.
148	The profiled roof panel should 3 nos of mini ribs for extra strength Accessories, Fasteners. The material properties shall be as follows: Ultimate tensile strength: minimum 200 N/mm20.2% Proof Stress: min 185 N/mm2 Modulus of elasticity: 70,000 N/mm2 Sheets are to be laid to meet the requirements of the building geometry and fixed on Aluminium Halters. Halters to be fixed to the top hat/purlins with SS 304 screws All installation is to be carried out by approved trained roofing installer. The roofing system provider shall have both Factory Mutual (FM) & UL Certification (UL). All installation is to be carried out by approved trained roofing installer.
149	Aluminium flashing 0.9 mm thick: flashing manufactured from aluminium alloy AA 3004 (AIMn1Mg1) as specified in BS EN 1396:2007 minimum material thickness of 0.9 mm and fluorocarbon PVDF finish on the exposed surface. The flashing shall be same colour as of roof.
150	Providing and fixing extruded polystyrene insulationboard density not less than 36 kg/M3+/-2, comprassive strength not less than 276 Kpa, water absorption not more than 0.3%, thermal conductivity not more than 0.028 w/mk (IS 3346) @25deg.C, 0.014 w/mk @ 10 dec.C. 50.00mm sheet size 600x1250mm griha & lgbc approved as green product in vertical walls. Complete as per mfg specification.
151	Aluminium structural glazing work-Providing and fixing of specially designed high performance semiunitized system using aluminium section of Jindal/ Hindalco/Mahaveer make for main mullion, corner mulliom , main transom and top & bottom transom for main frame based structural glazing. Mullion & Transom- shall be out of aluminium section size of 63.5 x 58x weight 1.350 kg/m. Anodizing - The surface of aluminium section shall be finished with 15 micron anodizing in required shade. Silicon- D/C 995/SSG 4000 structural sealent. Weather Silicon- 789/ ultra proof.Single shutter section for Glass panel-19.0x 19.0 x 0.250 kg/m. M.S. clamp - size- 75x75x6 with 10 mm Hilti fastners fixing for mullions.Glass 6mm thick pyrolatic solar control coated heat reflective and tougnened glass of saint Gobain make of approved shade.(glasses to be fixed using spacer tape and sealing the glasse joints with 789 Dow Coming weather proofing silicon) The whole system after installation shall be completely water proof/ weather resistant, sealed against air and water complete as per drawings, requirements, specifications and as directed by Engineer.
152	Part B Sanitary work
153	P & F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor:
154	Size 580x440mm.
155	P & F Europeantype white glazed vitreous china 1st quality W.C. (IS : 2556 Mark) including cutting and making good the wall and floor
156	Wall Mounting (syphonic)
157	P & F water closet Seat Covers with brass hinges complete :
158	Solid PVC (ISI marked) grade-I White for EWC.
159	P & F C.P. lugs for toilet seat cover.
160	P & F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete.
161	Flat Back (large) or half stall size 610x400x80mm.
162	P&F Marble Urinal Partition slab both sides polished of approved design cut from marble size 900x600mm.
163	Makrana `Adanga` or Raj Nagar 1St Quality White or Andhi Indo-Italian marble.
164	P & F Low level Flushing Cistern of 10 litres capacity (IS : 2556mark). Of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS: 1703 mark) complete including cutting and making good the wall:
165	PVC with PVCbend as per IS : 7231 .
166	PVC withCP brass long band.
167	P&FC.P.brassUrinalFlushPipeset complete with flanged brackets of approved make.
168	For 2 Urinals
169	P & F C.P. brass Urinal Spreader for stall urinal of approved make.
170	P & F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall :
171	Size 630 mm x 500 mm dia for counter top
172	P & F Kitchen & Lab. Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up-to floor level complete including cutting and making good the wall & floor :
173	1.0 mm thick stainless steel AISI -304 & IS 13983-1994kitchen sink of approved make as per Engineer-in-chargewith large waste coupling.
174	Overall size Bowl size
175	(inches) (inches)
176	37 x 18 x 7 17x15x7 (with drain board)
177	P & F Bottle Trap of approved make :
178	C.P Brass 40 mm
179	P& F waste Coulping with fittings of approved quality /make:
180	C.P Brass 40 mm dia
181	P & F Bevelled edge Mirror/mirror with teak wood lipping around of special glass of approved make as per direction of Engineer-in-charge complete with 6mm thick commercial ply base fixed to wooden screws & washers.
182	Other sizes
183	P & F Towel Rail or Ring of approved quality/make:
184	C.P. brass Towel Rail elbow type with concealed screws size 450mm (Heavy duty).
185	P & F Grating of approved quality/make:
186	Stainless Steel Sheet size 125mm dia.
187	C.P. brass with frame (Heavy) & superior quality size 125mm dia.
188	P&F liquid soap contained with brackets complete of approved make :
189	C.P. brass
190	P&F toilet paper holder with rod of approved quality/ make.
191	C.P. brass heavy & superior quality
192	P&F Soap dish or tray of approved quality/ make.
193	C.P. brass heavy and superior quality
194	P&F Shower arm 15mm dia of approved quality/ make.
195	C.P. brass heavy & superior quality 370mm projection.
196	P&F Bath shower of approved quality/ make .
197	C.P. brass of Heavy & superior quality, revolving with adjustable key 150mm.
198	P&F extension pipe for bib cocks of approved quality/ make:
199	C.P. brass of Heavy & superior quality 50x15mm
200	C.P. brass of Heavy & Superior quality 100x15mm
201	P&F Jet spray for water closet with C.P. copper tube flange of approved make
202	Providing and fiixng C.P. flange for 15mm dia tap.s
203	Providing and fixing Polyethylene - Aluminium -Polyethylene (PE-AL-PE) Composite Pressure Pipes as per 15450 : 2004 U.V. stablised with carbon black having thermal stabillity for hot and cold water supply, capable to withstand temperature upto 80 oC including all special f withittings of composite material (engineering plastic blend and brass inserts whwnever required) e.g. elbows, tees, reducers, couplers connectors etc.with clamps at 1.00 metre spacing.This include the cost of cutting chases and including testing of joints complete as per direction of Engineer In charge Internal work - Exposed on Wall
204	1216 (16mm OD) pipe
205	2025 (25mm OD) pipe
206	2532 (32mm OD) pipe
207	Providing and fixing Polyethylene - Aluminium -Polyethylene (PE-AL-PE) Composite Pressure Pipes as per 15450 : 2004 U.V. stablised with carbon black having thermal stabillity for hot and cold water supply, capable to withstand temperature upto 80 oC including all special f withittings of composite material (engineering plastic blend and brass inserts whwnever required) e.g. elbows, tees, reducers, couplers connectors etc.with clamps at 1.00 metre spacing.This include the cost of cutting chases and including testing of joints complete as per direction of Engineer In charge Concealed installation including cutting chases and making good the walls etc. complete.
208	1216 (16mm OD) pipe
209	1620 (20mm OD) pipe
210	Providing and fixing Polyethylene - Aluminium -Polyethylene (PE-AL-PE) Composite Pressure Pipes as per 15450 : 2004 U.V. stablised with carbon black having thermal stabillity for hot and cold water supply, capable to withstand temperature upto 80 oC including all special f withittings of composite material (engineering plastic blend and brass inserts whwnever required) e.g. elbows, tees, reducers, couplers connectors etc.withtrenching & refilling and testing of joints complete as per direction of Engineer In chargeExternal work
211	1216 (16mm OD) pipe
212	2025 (25mm OD) pipe
213	2532 (32mm OD) pipe
214	Supply & fixing G.I. Union ISI marked in G.I. pipe line as required complete in all respect of size :
215	15mm dia nominal bore
216	20mm dia nominal bore
217	25mm dia nominal bore
218	32mm dia nominal bore
219	P & F Ball Cock (IS :1703 Mark) with Rod& P.V.C. Ball complete :
220	Brass wt. Not less than 300 gm,15mm.
221	P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc.
222	C.P. Inlet connection 15mm.Brass (IS : 8931 marked)
223	P & F 15 mm. Dia Connection Pipe of approved quality/make :
224	(-do-) 450mm.
225	P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :
226	Gun-metal 15mm nominal bore.
227	(-do-) 25mm nominal bore.
228	(-do-) 32mm nominal bore.
229	P & F Gun-metal Non-return Valve or Check Valve (IS :Make) of approved make, superior quality:
230	25mm nominal bore.
231	Vertical
232	32mm nominal bore.
233	Vertical
234	P & F PVC Storage Tank ISI Marked (IS : 12701) indicating theBIS license No),of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design:
235	2000 (-do-)
236	Hoisting Charges for each floor :
237	For items 2.26.5 to 2.26.8
238	Providing and fixingSuperior quality CP Brassfittings of approved make as per direction of Engineer-in-charge
239	Swan neck pillar cock 15 mm nominal size
240	Bib Cock with long thread 15 mm nominal size
241	Long body Bib Cock 15 mm nominal size
242	Angular stop cock with long thread 15 mm nominal size
243	Concealed stop cock 15 mm nominal size
244	Central hole basin mixer
245	Wall mixer 3 in 1 system with provision of tetephonic bath shower with bend pipe
246	Double coat hook
247	Paper holder
248	Providing Laying & jointing glazed S.W. pipes grade `A` (IS;651 marked) of approved make with spun yarn & stiff mixture of cement mortar 1:1, excavation & refilling of earth in all types of soil upto 1.2m depth, S.W. fittings, including testing of joints etc, complete.
249	100mm dia
250	150mm dia
251	200mm dia
252	250mm dia
253	300mm dia
254	400mm dia
255	Providing & Laying C.C. 1:5:10 (Stone aggregate 40mm nominal size) all around S.W. pipe including 15 Cm. thick bed concrete (Width W= Diameter of pipe in Cm+30 Cm.)( Excluding cost of pipe)
256	100mm dia S.W. pipe
257	150mm dia S.W. pipe
258	200mm dia S.W. Pipe.
259	250mm dia S.W. pipe
260	300mm dia
261	400mm dia S.W. pipe
262	Providing & fixing S.W. square mouth Gully trap `A` grade (IS 651-1992marked) of approved make & design in existing man-hole.
263	Size 100 X 100mm
264	Size 150 X 100mm
265	P & F Square-mouth gully trap `A` grade (IS 651-1992 :marked) of approved make complete with C.I. grating, frame & Cover masonary chamber in C.M. 1:6, 100mm thick C.C. 1:5:10 base concrete, 40mm thick C.C.M-15 grade coping, 12mm thick cement plaster in CM 1:3 complete as per approved design & type.
266	Trap size 225 X 150 mm, ferrow cement cover with frame Internal Chamber size 450 X 450mm.
267	P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /makeincluding joining the pipe with solvent cement rubber ring and lubricant.
268	75 mm dia
269	110 mm dia
270	160 mm dia
271	P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:
272	Coupler (socket)
273	75mm dia
274	110mm dia
275	160 mm dia
276	Door Tee
277	75mm dia
278	110mm dia
279	160 mm dia
280	Door \"Y\"
281	75mm dia
282	110mm dia
283	160 mm dia
284	Bend 45
285	75mm dia
286	110mm dia
287	160 mm dia
288	Bend 87 .5
289	75mm dia
290	110mm dia
291	160 mm dia
292	Door Bend (Top Side)
293	75mm dia
294	110mm dia
295	160 mm dia
296	Vent Cowel
297	75mm dia
298	110mm dia
299	160 mm dia
300	Pipe Clip
301	75mm dia
302	110mm dia
303	160 mm dia
304	Plain floor trap
305	110mm dia
306	Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead.
307	Depth up to 0.5 M
308	Add extra over item 3.19.1 for every additional 0.10m depth above 0.5 m depth.
309	Construction of Man hole, in all types of soil, inner size 1.5 x 1.2 M, with 450mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20mm thick inside plaster in CM 1:6, finished with floating neat cement, 50 mm thick M-15 grade C.C. flooring making channels, 80 mm thick stone slab covering with 40 mm thick M-15 grade C.C.flooring, Ferro Cement cover with frame of 450mm dia, earthwork etc. complete including disposal of surplus earth within 50 mtr. lead as per design :
310	Depth up to 1.5 M
311	Add extra over item 3.20.1 for every additional 0.10m depth above 1.5 m depth .
312	Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.
313	Inside size 300 X 300 mm depth upto 0.5 MCement cover with frame.
314	-do- size 600 x 450mm depth upto 0.5 M Cement cover with frame.
315	Construction of Cement Concrete Chamber 125mm dia.
316	Stainless Steel Sheet Grating
317	Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make
318	75 mm dia
319	110 mm dia
320	Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes fittings type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make
321	Coupler
322	75mm dia
323	110mm dia
324	Single Push Fit Coupler
325	75mm dia
326	110mm dia
327	Bend 45 Dg.
328	75mm dia
329	110mm dia
330	Single \"Y\"
331	75mm dia
332	110mm dia
333	Single \"Y\" with Door
334	75mm dia
335	110mm dia
336	Socket Plug
337	75mm dia
338	110mm dia
339	Pipe Clip
340	75mm dia
341	110mm dia
342	Single Tee
343	75mm dia
344	110mm dia
345	Single Tee with Door
346	75mm dia
347	110mm dia
348	Nahni Trap with Jali 4”
349	110mm dia
350	Gully Trap
351	110mm dia
352	Nahni Trap with Jali 3”
353	75 mm dia
354	Construction of Tube-well upto 100 Meter depth and above in all type of rocks by DTH system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casingpipes as per IS : 2800 (Part I & II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe:
355	200 mm –do-
356	Construction of tube-well from ground levels and upto 100 Meter depth and above to accommodate housing and assembly pipe of following sizes in all types of alluvium strata by percussion/ rotary drilling method and with gravel as per IS:4097-1967 and packing as per IS:2800 (Part I -& II) 1979 as amended upto date (the work includes the cost of gravel & its primary packing and packing during development, lowering of housing & strainer assembly pipes, with supply and wrapping of coir-rope, wherever necessary, for arresting fine sand particles. The work will not include cost of housing pipe and strainer pipe assembly and development work, but work would be completed after obtaining sand free water).
357	200mm –do-.
358	Development of tube well as per IS specification using suitable compressor to give sand free water for required yield of the gravel packed tube well.
359	Supply of ERW M.S. black casing pipe ISI marked (IS:4270/1992) of grade Fe410 of following sizes at site of work.
360	200 mm Nominal bore of pipe
361	Supply of strainer pipes made of ERW M.S. black pipe ISI mark of following sizes at the site of work including required size of slotting as per IS:8110-1985.
362	200mm-do-.
363	S & F tube well cover ofM.S.sheet (6mm thick) with nuts and bolts complete for casing size:
364	200mm dia
365	Providing & lowering of G.I. Pipes, flange pipe including rubber washer and nuts of8 mm dia complete in all respect I.S.1239 Marked.
366	B Class 50 mm dia
367	Construction oftubewell up to 100m depth and above to accomodate housing and assembly pipe in all types of alluvium strata by rotay drilling method with \"code of practice for construction and testing of tubewells (IS:2800 (Part-II) : 1991 and IS:2800 (Part-II) :1979 both amended up to date) with supply of bail plug if necessary.The work will not include cost of housing pipe and strainer pipe assembly cost, gravel and development work. Work would be deemedcompleted only after obtaining sound free water during pumping.
368	200 mm nominal bore
369	Construction of Recharge Shaft in filter pit including Earth work Excavation , lifting excavted earth with all lift and 50 m lead and centering & shuttering evenever required.
370	Diameter 900 mm
371	Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with40 mm thickness
372	Diameter 900 mm
373	Supply & lowering air line of 25mm dia, G.I. pipe \"B\" class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig-Zag fashion & making air vent at top including the cost of Tee-Nipples, Elbow, Socket etc.
374	Supply and lowering vent air pipe 63mm dia rigid PVC pipe(IS 4985) mark class II (4kg per cm2 ) with required all necessary fittings including perforation of 3 to 5 mm size all around the pipe at a distance of 180 to 220mm in zig zag fashion and making air vent at top complete as per direction of Engineer incharge.
375	Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids
376	Size 9 to 12 mm
377	Size 3 to 5 mm
378	Supply & laying of clean, clear sharp river sand of size 1 to 2mm coarse, without deduction of voids.
379	Supplying & installation of submerssible motor pump set ISI marked(IS : 8034-1989) Of approved make with required accessories including making connection suitable for TW/DCB/Open well.The job include lowering or riser pipesGI/HDPE pipes with rope cable & installation of complete fitting & accessories joning of electrical cable upto switch board all labour for testing of subermmisible pumps to watch the supply of water mains complete in all respect.
380	150mm diameter submersible pump shall have following HP rating,phase,Head,Minimum Discharge respectively.10H.P.,3-dia.,(93-200)Mtr,(240-60) LPM
381	Providing laying ISI marked P.V.C. insulated submarsible cable confirming to IS:694 with flexible coppr conductor including making connection etc. as required; 10 Sqm 3 core flat
382	Supply and fixing of starter panel for following rating motors made out with MS powder coated sheet housing ,protection relays for over load ,short circuit and single phasing ,ON/OFF buttons etc. complete in all respectStar delta starter

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Construction Of Auditorium At Hcm Ripa, Jaipur (Excluding Cost Of Cement) Construction Of Auditorium At Hcm Ripa, Jaipur (Excluding Cost Of Cement), Jaipur-Rajasthan

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