Tender For Construction Of Multipurpose Hall Building Under Rw Circle,Sundargarh Package No-Mph-Od-Sng-02, Sundargarh-Odisha

TDR : 38369367

Tender Notice
Corrigendum Details
BOQ

Expired

Sundargarh , Odisha

Tender Brief : Corrigendum : Tender For Construction Of Multipurpose Hall Building Under Rw Circle,Sundargarh Package No-Mph-Od-Sng-02

Document Fees
₹ 10000 /-

EMD
₹ 430029.0 /-

Tender Value
₹ 4.30 Crore /-

Submission Date
05-07-2023

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	01-07-2023	Change criteria in Work Experience	Technical Bid	05-07-2023

Name of Work: CONSTRUCTION OF MULTIPURPOSE HALL (MPH) AT 1-KUMARKELA (WARD NO-15) OF 500 CAPACITY AND AT 2-SHANTINAGAR (WARD NO-20 ) OF 300 CAPACITY IN RAJGANGPUR BLOCK FOR THE YEAR2023-2024 (PACKAGE-MPH-OD-SNG-02)

Sl. No.	Item Description
1	Earth work inexcavation IN ALL KINDS OF SOILS by manual means overareas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan)inculding disposalof excavated earth up to50 m and lift upto 1.5m with all lead and lift including shoring, shuttering & dewatering (if required) with cost of all Labour, Labour cess ,Hire & Running charges of thewater pumps, Sundries, T & P required for the work complete as directed by the Engineer- in- charge.
2	A)300 Capacity
3	B)500 Capacity
4	Extra lift of 1.5m or part there of over the initial lift of 1.5m in all kinds of embankments and road works and ordinary earth work in general.1st Extra loft of 1.5m(up to 7.5m)
5	A)300 Capacity
6	B)500 Capacity
7	Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge.
8	A)300 Capacity
9	B)500 Capacity
10	Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge. Measurement will be taken on finished compacted section only).
11	A)300 Capacity
12	B)500 Capacity
13	Carriage of excavated earth by mechanical means within 5 KM lead
14	A)300 Capacity
15	B)500 Capacity
16	Providing and laying Plain cement concrete of proportion(1:3:6) in foundation and floors(i.e. below the base course of the flooring) using cement, 40mm. Size crusher broken H.G.Metal and screened and washed sharp river sand for mortar of approved quality and from approved quarry inclduign hoisting, lowering and laying concrete to the required level, ramming,watering and curing etc. completek to required levels, laid in layers not exceeding 15cm thick in each layer including cost, conveyance, loading, unloading,royalities and taxes of all materials, cost of all labour,T&P required for the work including shoring,shuttering anddewatering(if required)including hire and running chargesof water pump required for the work etc. complete in all respect as directed by the Engineer-in-charge.
17	A)300 Capacity
18	B)500 Capacity
19	Providing and laying in position ready mixed M-25 grade concrete having compressive strength at 28 days testnot less than 300 kg/ sq.cmfor reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , including the cost of centering, shuttering finishing and excluding reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, and hoisting, lowering, laying and compacting concrete, watering and curing and finishing the exposed surfaces smooth with cost, conveyance, royalties, taxes of all materials with all labour,Labour cessand T&P required for the work improve workability without impairing strength and durability as per direction of the Engineer - in - charge.
20	foundation
21	A)300 Capacity
22	B)500 Capacity
23	RCC in Plinth beam
24	A)300 Capacity
25	B)500 Capacity
26	up toplinth
27	A)300 Capacity
28	B)500 Capacity
29	Cutting,straightening coiled or bent up HYSD/TMT Reinfocement Bars welding or jointing if necessary ,bending, binding,tying the grills as required for R.C.C. works,providing Fan Hooks where necessary and hoising,lowering and placing the same tin proper position according to the approved eesigns and drawings in all floors including cost, conveyance, loading, unloading and taxes or HYSD/TMT Reinforcement Bars and Binding wieres of 18 to 20 gauge required for the work cost of all labour,T&P and scaffolding complete in all respect as directed by the Engineer-in-charge(Payment will be made according to the actual/proper weight of HYSD/TMT Reinforcement Bars and Binding wires consumed in the particular work only) fe 550
30	Foundation
31	A)300 Capacity
32	B)500 Capacity
33	Providing and laying in position ready mixed M-25 grade concrete having compressive strength at 28 days testnot less than 300 kg/ sq.cmfor reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying , including the cost of centering, shuttering finishing and excluding reinforcement including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, and hoisting, lowering, laying and compacting concrete, watering and curing and finishing the exposed surfaces smooth with cost, conveyance, royalties, taxes of all materials with all labour,Labour cessand T&P required for the work improve workability without impairing strength and durability as per direction of the Engineer - in - charge.
34	RCC in column
35	GROUND FLOOR
36	A)300 Capacity
37	B)500 Capacity
38	FIRST FLOOR
39	A)300 Capacity
40	B)500 Capacity
41	Terrace Floor
42	A)300 Capacity
43	B)500 Capacity
44	RCC in Roof beam
45	GROUND FLOOR
46	A)300 Capacity
47	B)500 Capacity
48	FIRST FLOOR
49	A)300 Capacity
50	B)500 Capacity
51	Terrace Floor
52	A)300 Capacity
53	B)500 Capacity
54	slab
55	GROUND FLOOR
56	A)300 Capacity
57	B)500 Capacity
58	FIRST FLOOR
59	A)300 Capacity
60	B)500 Capacity
61	Terrace Floor
62	A)300 Capacity
63	B)500 Capacity
64	RCC in S.case
65	GROUND FLOOR
66	A)300 Capacity
67	B)500 Capacity
68	FIRST FLOOR
69	A)300 Capacity
70	B)500 Capacity
71	SECOND FLOOR
72	A)300 Capacity
73	B)500 Capacity
74	RCC in Lintel
75	GROUND FLOOR
76	A)300 Capacity
77	B)500 Capacity
78	FIRST FLOOR
79	A)300 Capacity
80	B)500 Capacity
81	Terrace Floor
82	A)300 Capacity
83	B)500 Capacity
84	RCC in Sill
85	GROUND FLOOR
86	A)300 Capacity
87	B)500 Capacity
88	FIRST FLOOR
89	A)300 Capacity
90	B)500 Capacity
91	RCC chajja
92	Groundfloor
93	A)300 Capacity
94	B)500 Capacity
95	First floor
96	A)300 Capacity
97	B)500 Capacity
98	Terrace Floor
99	A)300 Capacity
100	B)500 Capacity
101	Cutting,straightening coiled or bent up HYSD/TMT Reinfocement Bars welding or jointing if necessary ,bending, binding,tying the grills as required for R.C.C. works,providing Fan Hooks where necessary and hoising,lowering and placing the same tin proper position according to the approved eesigns and drawings in all floors including cost, conveyance, loading, unloading and taxes or HYSD/TMT Reinforcement Bars and Binding wieres of 18 to 20 gauge required for the work cost of all labour,T&P and scaffolding complete in all respect as directed by the Engineer-in-charge(Payment will be made according to the actual/proper weight of HYSD/TMT Reinforcement Bars and Binding wires consumed in the particular work only) fe 550
102	Groundfloor
103	A)300 Capacity
104	B)500 Capacity
105	First floor
106	A)300 Capacity
107	B)500 Capacity
108	Second floor / Terrace Floor
109	A)300 Capacity
110	B)500 Capacity
111	Fly ash brick masonry using fly ash bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) with cement after immersing the bricks for 6 (Six) hours in water before use in superstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge.
112	Brick work in foundation
113	A)300 Capacity
114	B)500 Capacity
115	Fly ash brick masonry using fly ash bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 75 kg. Per Sqr. Cm. in cement mortar of mix (1:6) with cement after immersing the bricks for 6 (Six) hours in water before use in superstructure including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, coveyance, loading and unloading, royalties and taxes of all materials and cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as directed by the Engineer-in-charge.
116	Groundfloor(Superstructure)
117	A)300 Capacity
118	B)500 Capacity
119	First floor
120	A)300 Capacity
121	B)500 Capacity
122	Terrace Floor
123	A)300 Capacity
124	B)500 Capacity
125	Providing 12mm. Thick cement plaster in cement mortar or mix(1:6) in all floors at all height with cement & screened and washed sharp river sand for mortar and finished smooth to the rough surface of the brick masonary walls after racking out the joints (alongwith providing grooves wherever necessary) including watering and curing,rounding of corners etc. complete with cost, conveyance, loading, unloading, royalities and taxes of all materials,cost of all labour,T&P, and scaffolding required for the work etc. as directed by the Engineer-in-charge. (Outer side)
126	groundfloor
127	A)300 Capacity
128	B)500 Capacity
129	Firstfloor
130	A)300 Capacity
131	B)500 Capacity
132	Terrace floor
133	A)300 Capacity
134	B)500 Capacity
135	Providing 16mm. Thick cement plaster in cement mortar or mix(1:6) in all floors at all height with cement & screened and washed sharp river sand for mortar and finished smooth to the rough surface of the brick masonary walls after racking out the joints (alongwith providing grooves wherever necessary) including watering and curing,rounding of corners etc. complete with cost, conveyance, loading, unloading, royalities and taxes of all materials,cost of all labour,T&P, and scaffolding required for the work etc. as directed by the Engineer-in-charge. (Inside)
136	Stilt floor
137	A)300 Capacity
138	B)500 Capacity
139	Firstfloor
140	A)300 Capacity
141	B)500 Capacity
142	Terrace floor
143	A)300 Capacity
144	B)500 Capacity
145	Providing6 mm thick cement plaster in cement mortar of mix (1:4)at all height using screened& washed sharpriver sandformortar with approved quality of cement tothe ceilingofthe Roof Slab, Staircase,Beams, Columns,Landings, Railings,Chajja ,Fins ,Walls ,Jallyand Shelves etc. including roughening, scraping, chiseling, cleaning, closed deep chipping with slurry treatment and finished smooth to allR.C.C. Surface including cost, conveyance, loading, unloading, royalties ,stacking and alltaxes , cost of all Labour,Labour cess ,Sundries, T&P, Scaffolding, Watering,Curing etc. complete in all respect as directed by the Engineer- in- charge.
146	ground Floor
147	A)300 Capacity
148	B)500 Capacity
149	First Floor
150	A)300 Capacity
151	B)500 Capacity
152	TerraceFloor
153	A)300 Capacity
154	B)500 Capacity
155	Priming one coat with water bound wall cement primer. (Outside)
156	Groundfloor
157	A)300 Capacity
158	B)500 Capacity
159	First floor
160	A)300 Capacity
161	B)500 Capacity
162	Terrace Floor
163	A)300 Capacity
164	B)500 Capacity
165	Finishing wall surface of walls with cement basedwall putty ( water based) of approved make and finished smooth and even surface to receive painting including cost, conveyance,taxesof all materials , cost of all Labour , Labour cess,scaffoldings, staging, sundries,T&P etc. required for the work complete as directed by the Engineer-in-charge.
166	Ground Floor
167	A)300 Capacity
168	B)500 Capacity
169	First floor
170	A)300 Capacity
171	B)500 Capacity
172	Terracefloor
173	A)300 Capacity
174	B)500 Capacity
175	Wall painting two coats with Acrylic paint(plastic emulsion) of approved quality of premium brandof approved quality & colourat all heights to the interior surface of the wall to make an even finishedsurface includingsand papering, applying putty wherever necessary including cost, conveyance, loading, unloading, stacking,all taxes , cost of all Labour , Labour cess,scaffoldings, staging, sundries,T&P etc. required for the work complete as directed by the Engineer-in-charge.
176	groundfloor
177	A)300 Capacity
178	B)500 Capacity
179	First floor
180	A)300 Capacity
181	B)500 Capacity
182	Second Floor
183	A)300 Capacity
184	B)500 Capacity
185	Wall painting two coats with Weather coat paint (1st quality) exterior grade of approved make & with a approved quality primer to make an even finished surface in all floors and heights with all scaffolding and staging charges including cost, conveyance,cost of all labours, T & P, sundries etc. as required for the work complete in all respect as per the direction of the Engineer-in-Charge.
186	Groundfloor
187	A)300 Capacity
188	B)500 Capacity
189	First floor
190	A)300 Capacity
191	B)500 Capacity
192	Terrace floor
193	A)300 Capacity
194	B)500 Capacity
195	Providing, Fitting&Fixingof 8 mm. to 12mm.thick matte Vitrified Tile ( of size 600m.m x 600 m.m )of printed series confirming to IS specifications having minimum breaking strength 1400 kg/sq.cm in flooring in all floors at all heights on 20mm thick bed of cement mortar(1:4) to proper slope, line and level including cutting to required size and shape, fixing at corners and splays etc. including filling the joints with silicon sealant to match the shade ofVitrified Tile as per the design & drawing including cost, conveyance, loading, unloading, stacking,royalties and taxes of all materials, cost of all labour, T & P, sundries, watering & curing etc. required for the work complete in all respect as directed by the Engineer-in-Charge. MakeJohnson/Kajaria/Rak/Ceramic or equivalent
196	Ground Floor
197	A)300 Capacity
198	B)500 Capacity
199	First floor
200	A)300 Capacity
201	B)500 Capacity
202	Providing vitrified tile flooring using matte Vitrified tiles of premium grade having thickness of 8 to 10mm conforming to IS 13756 of 600mmX600mm colour/printed series (homogeneous) of approved quality,colouror equivalent in dados & skirting on 12mm thick bed of cement mortar of mix (1:3) laid in proper slope and gradient with screened and washed sharp sand for mortar and grouted with required quantities of pigments of approved marks to match the shades of the vitrified tile if required watering and curing for 21 days including cost,conveyance,loading,unloading,royalties and taxes of all materials,cost of all labour,sundries,T & P required for the work complete in all respect as directed by the Engineer-in-charge.MakeJohnson/Kajaria/Rak/Ceramic or equivalent
203	Groundfloor
204	A)300 Capacity
205	B)500 Capacity
206	First floor
207	A)300 Capacity
208	B)500 Capacity
209	Supplying, fitting & fixing of Industrial vitrified tiles (30x30)cm in floors of approved make laid on 20 mm thick cement mortar (1:4) (1 cement : 4 course sand) and filling joints with slurry including cost of all materials, labour T&P etc required for the work all complete as per direction of the Engineer-in-chargeMakeJohnson/Kajaria/Rak/Ceramic or equivalent
210	Groundfloor
211	A)300 Capacity
212	B)500 Capacity
213	First floor
214	A)300 Capacity
215	B)500 Capacity
216	Terrace floor
217	A)300 Capacity
218	B)500 Capacity
219	2.5 cm thick grading concrete (1:2:2) on roof slab with 6.7mm & down grades size hard granite crusher broken chips on new work in Ground Floor
220	First Floor
221	A)300 Capacity
222	B)500 Capacity
223	Second Floor (Head room)
224	A)300 Capacity
225	B)500 Capacity
226	Supplying and Fixing of M.S. Window Grill made out of M.S Flatconforming to IS 2062/2006 painted with Red Oxide Primer as per the design approve by E.I.C including cost,conveyance of all materials, priming,and labour for fitting fixing etc.complete as per the instruction of Engineer-in-Charge
227	A)300 Capacity
228	B)500 Capacity
229	Painting two coat with approved synthetic enamel paint to new wood & iron workincluding cost, conveyances, royalties of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer in charge.
230	Ground Floor
231	A)300 Capacity
232	B)500 Capacity
233	First floor
234	A)300 Capacity
235	B)500 Capacity
236	Terrace floor
237	A)300 Capacity
238	B)500 Capacity
239	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.).
240	A)300 Capacity
241	B)500 Capacity
242	Filling Sunken portion with broken AAC blocks including cost of all materials, labours, Conveyance, T&P etc. all complete as per the direction of Engineer-In-Charge.
243	Ground Floor
244	A)300 Capacity
245	B)500 Capacity
246	First Floor
247	A)300 Capacity
248	B)500 Capacity
249	Supplying, fitting & fixing of Granite Tiles of minimum Above 0.40 sqm. (20mm thick) of approved make in floors laid on 20 mm thick cement mortar (1:4)(1 cement : 4 course sand) and filling joints with slurry including cost of all materials, labour T&P etc. required for the work all complete incl. rubbing as per direction of the Engineer-in-charge
250	groundFloor
251	A)300 Capacity
252	B)500 Capacity
253	First Floor
254	A)300 Capacity
255	B)500 Capacity
256	Terrace floor
257	A)300 Capacity
258	B)500 Capacity
259	Non Scheduled Items
260	Providing and fixing of Hollow metal door at all levels from ISO 9001-2008 certified Manufacturer OEM ( Navir or Unistar/ Mediunited/ Tata Pravesh Jindal/NCL or equivallent ). All hollow metal general purpose doors with or without vision panel. Pressed Galvanised steel Single /Double leaf of required sizes consisting of frame, shutter, infill and finish as detailed below and conforming to IS 277. All doors & frames should be finished with Thermosetting weather proof Powder Coating in desired RAL Shades. Approved manufacturerwhich should be ISO & CE Certified & IGBC registered company. Rate should include supply and installation of door and hardware set as mentioned in the door and hardware schedule. Door frame shall be Single rebate profile of size 100 x 50 mm made out of 1.20mm thick galvanised steel sheet (18 gauge). Frames should be butt jointed and field assembled with self tabs. Frames should be provided with back plate bracket and anchor fasteners for installation on a finished plastered masonry wall opening. Door leaf should be 44mm thick fully flush double skin door with or without vision lite. Door leaf shall be manufactured from 0.8mm (22 guage) minimum thick galvanised steel sheet. The internal construction of the door should be rigid reinforcement pads for receiving appropriate Hardwares. The infill material shall be Rookwool insulation. All doors NSD 12044 should be factory prepped for receiving appropriate hardware and provided with necessary reinforcement for hinges, locks, and door closers. The edges should be interlocked with a bending radius of 1.4mm. For pair of doors astragals has to be provided on the meeting stile for both active and inactive leaf. Vision lite wherever applicable should be as per joinery details with a screw on glass beeding on the inside. The glass should be 5mm tk clear Float glass. Hardwares should include the following:4 nos Hinges on each leaf1 no Door closer on each leaf, sliding door bolt and 1 no Mortice Dead lock1 Set D-type pull handle back to back on each leaf1 no Concealed flush bolt in inactive leaf of Double door, if any1 no vision glass on each leafFastners as required.The rate includes design supply, installation, testing, commissioning , transportation, T&P complete in all respect as per direction of EIC.
261	A)300 Capacity
262	B)500 Capacity
263	Supply and fixing of pre-painted NCL / Tata / Jindal or equivalant makeSeccolor Louvered Ventilators made of pre.- painted steel (base steel as per IS 513 of -0.58 mm thick \"D\" quality, galvanized as per IS 277 with zinc of 120 GSM) primer coated with epoxy primer of 5-7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with 5-7 microns thick alkyd backer, section for outer frame of 33 x 57 mm Box Section for mullion 33 x 57 mm, and section for beading should be 12 x 25 mm with 4 mm pinhead glass for ventilators with Ethyl propylene Damien monomer Gasket (EPDM) and the sections cut to length mitre joined with corner bracket centre mullions fixed using mullion cap and with handle made of high grade aluminium powder coated and nylon receiver, corner bracketsmade of CRCA with Zinc Phosphate, Mullion caps made of glass filled nylon, frames fixed to the concrete /masonry wall by means of self expanding screws complete for finished item of work.
264	Groundfloor and first floor
265	A)300 Capacity
266	B)500 Capacity
267	ProvidingandFixingWINSPIRE/Kommerling /Fenesta or equivalent makeSlidingSystemsWindowsfabricatedfromRollformed.sections made of galvanized Steel colour coated/powder coated (Base Steel as per IS 513 ‘D’ quality, galvanized as per IS 277 with zinc of 120 GM/Sq.mtr) with total coated thickness of 0.58mm with Coated sections should be with Primer coat of epoxy primer of 5-7 microns thick, finish painted with Polyester paint of 12-16 microns thick and back coated with Alkyd backer of 5-7 microns, OR powder coated with pure polyester powder up to 50-60 microns thick and Section for Outer frame 2 Track should be of 59x44mm, Section for shutter should be of 35X49 for window. Section for Euro Groove should be 25x24 and for Lap Strip should be 30x41.Corner brackets made of glass filled nylon/CRCA with zinc phosphating.Gasket made of Ethyl.Propylene Diamine Monomer (EPDM). Locking system should be of single pin locking for Windows. Single Wheel Rollers for Windows should be provided.Glass shutter should be provided with a Glass of 5mm.The frame & shutter Sections Should be cut to length, joined with Corner Brackets made of.nylon/CRCA. Ethyl Propylene Diamine Monomer (EPDM) Gasket Should be used all around glass. Windows Frame should be fixed to brick/concrete masonry by using Nylon self- Expanding sleeves and diving MS electroplated 80mm long screws into sleeves through the frames.
268	A)300 Capacity
269	B)500 Capacity
270	Providing and Fixing NCL/Jindal Seccolor Structural Glazing fabricated from Roll.formed sections made of Pre-painted Steel / Powder coated (Base steel as per IS 513 of ‘D’ quality, galvanized as per IS 277 with Zinc of 120 Gm/Sqm) with total coated thickness of 0.72mm. The glass holding section made of 304 grade stainless steel of 0.58mm thick. Galvanized steel sections are to be sued as stiffeners inside the colour coated steel/powder coated sections as per the design requirement. Design calculations are made of suit wind pressures as given in IS 875. Primer coat with epoxy primer of 5 – 7 microns thick, finish painted with a polyester paint of 12-16 microns thick and back coated with Alkyd backer of 5-7 microns or powder coated with pure polyester powder up to 50-60 microns thick. The vertical section should be of 50mm x100mm x 0.72mm, 33mm x 58mm x 0.72mmfor frame horizontal section, stiffener section should be 48mm x 98mm x 1mm, cover profiles sections should be of 20mm x 58mm x 0.58mm, Glass holding section should be of 37mm x 37mm & 37mm x 18mm.Brackets made of CRCA powder coated/Electroplated should be used to connect vertical to horizontal, vertical to slab, to fix verticals at top & bottom as per site requirement. Gasket madeof Ethyl Propylene Diamine Monomer. Natural cure, with Good U.V. Resistance Silicon to be used. Wall fixing of sections to concrete/masonry.wall should be with self-expanding cap & screws.
271	A)300 Capacity
272	B)500 Capacity
273	Providing , fitting & fixing of 34mm thick flush door shutter with 32mm thick BWR block board of Century / Greenply/Sylvan or equivalent make and pasting 1 mm thick laminate with anti-bacterial property of Green Lam/ Century to be pasted with adhesive including fitting & fixing of all fixtures like SS heavy duty Aldrop,Hydraulic door clousure, SS heavy duty Tower bolt ,Vision panel , SS Door stopper,SSShape Handle etc ( Make: Dorma)of approved make including cost of all materials, all labour, all T&P etc. required for the work complete in all respect as per the direction of the Engineer-in-Charge
274	A)300 Capacity
275	B)500 Capacity
276	Providing \"RAJSHRI/Armstrong/Alstonoe equivalent Brand factory made 100% Solid WPC (Wood Polymer Composite) Door Frame 125 mm x 65 mm Single Rebated, made from Wood Polymer Composite (Single Extruded Process) material comprising of virgin PVC polymer of K Value 57-60 ( Suspension Grade 1 Calcium Carbonate Per Run. and Natural Fibers (Wood Powder/ Rice Husk/ Wheat Husk ) and Nontoxic additives fabricated with Ft. mater joints after applying PVC solvent Cement & screwed with full body treaded star headed screws having minimum frame density of 780 kg/ chin & manufactured by \"RAJSHRI\" an ISO 9001-2015 Certified Company, having good screw holding capacity (Screw Withdrawal strength of (Min 990 N) Minimum Compressive Strength of 58 N/mm2. Modulus of elasticity 900N/mm2 and resistance to spread of flame of class A category with property of being termite / borer proof, water/Moisture Proof & Fire retardant & Fixed in position with $5 Dash Fasteners/Hold Fast of required dia and length. all as per specifications drawings as directed by the Engineer-In-Charge. Material test certificate and authentication should be compulsory provided by the manufacturing company (Hold Fast or Dash Fasters shall be paid separately)
277	GroundFloor,first&terrace floor
278	A)300 Capacity
279	B)500 Capacity
280	Providing and fixingSeries casement door fabricated from roll formed sections made of Galvanized Steel Colour Coated/Powder Coated (Base Steel as per IS 513 “D” quality, Galvanized as per IS 277 with Zinc of 120 grams/Sq. Mtr.) with total coated thickness of 0.58 mm.Coated Sections should be with Primer Coat of Epoxy Primer of 5-7 microns thick, finish painted with Polyester Paint of 12-16 microns thick and back coated with Alkyd backer of 5-7 microns, or Powder Coated with pure Polyester Powder up to 50-60 microns thick. Frame and Shutter Frame Sections should be cut to length and mitre joined with Polypropylene Corner Brackets. Mullion Section should be joined with Frame/Mullion using Nylon Mullion Cap. Ethyl Propylene Diamine Monomer (EPDM) Gasket should be used all around glass in shutter.Section for frame should be 48mm x 50mm, Section for Mullion should be of 48mm x 50mm, Section for Glazed Shutter Frame should be of 47mm x 20mm,and Section for Fixed Glass Bead should be of 12mm x 12mm.Each Glazed Shutter should be provided with S.S. Pivot Hinges-1set, Seccolor Handle & Seccolor Stay.Glazed Shutter and Fixed Glass portions should be provided with a glass of 8mm Plain toughened Float Glass. The work is inclusive all materials, labour, T&P, scaffolding, transportation etc complete as per direction of EIC. Make NCL/Tata/Jindal or equivalent
281	A)300 Capacity
282	B)500 Capacity
283	Few parameters:Chemical Base Part A:liquid polymer and additive Part B:portland cementwith selected aggregate and additive,Density fresh slurry density~2.00kg/I at +270C,Layer Thicknes 1.5mm -2.00 average,water Vapour Resistance 3g/m2/day.Mechanical/Physical properties 3 days~2N/mm2,28 days~20N/mm2.Compressive Strength Above values at +270C,tensile Strength~4.56N/mm2 after 14 days exposure(According to ASTM D 2370),Bond Strength 2.0N/mm2 at +270C (failure in substrate),Elongation at Break With sika@ Fab-1,8-10%
284	Water Proofing to sunken slab area
285	A)300 Capacity
286	B)500 Capacity
287	ELECTRICAL
288	Recessed wiring to light point / fan point / exhaust fan point / call bell point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non-metalic PVC flexible conduit with 5 Amp,one way modularswitch ISI marked and ceiling rose ISI marked mounted on Modular G.I. box having front bakelite cover of suitable size , MS box with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. ( Make of wire = Finollex / L & T/ Anchor/ Havels/ V-Guard/ Greatwhite / Polycab)Light point Group A (1.1.1)
289	-do- .... Light point Group B (1.1.2)
290	-do- ....Light point Group C (1.1.3)
291	S/F of 5A. Modular Switch & 5A. Modular Socket outlet of ISI marked on existing board (1.25.1+1.25.4)
292	S/F of extension board of 4 modular Metal box with modular base & cover in recess including providing and fixing of 3pin 5/6amp modular socket out let &5/6 amp piano type modular switch, connection, painting etc as required. (1.26)
293	S/F of Power point with 4 modular metal box with modular base & cover in recess including providing and fixing of 5 pin 15/16 amp. piano type Modular switch & Socket, connection, painting etc as required (1.2.7)
294	S/F of 12 Modular GI boxin recess with suitable size of Modular base cover in front including providing and fixing2 nos 3 pin 5/6 amp. Modular Socket out let & 5/6amp. Modular type switch with 1no 5 pin 15/16 amp. Modular Socket out let & 15/16amp. Modular type switch,connection,painting etc. as required (1.25.1+1.25.4)
295	Wiring for circuit I sub main wiring alongwith earth wire with following sizes of PVC insulated single core multistrand copper conductor with ISI marked conforming to IS- 694/1990 in 20mm dia non metalic heavy duty flexible conduit 1.6mm in recessed PVC conduit as required( Make of wire- Finolex/ / Anchor/ Havels/ V-guard / HPL / L&T / Gratewhite / Polycab). -do- 2x1.5sqmm +1x1.5sqmm ( 1.8.1 ) (LDB to LSB/LIGHT CKT)
296	-do-2x2.5sqmm +1x1.5sqmm ( 1.8.2 ) (BDB to LSB/LIGHT CKT/5A PLUG/INVERTER POINT TO EACH QTR)
297	-do-4x2.5sqmm +2x2.5sqmm ( 1.8.8 )(PDB to PSB)
298	-do- 2x4sqmm +1x1.5sqmm ( 1.8.3 )(PDB to PSB)
299	-do- 4x4sqmm +2x2.5sqmm ( 1.8.9 ) (PDB to PSB)
300	-do- 2x6sqmm +1x2.5sqmm ( 1.8.4 ) (LFDB TO LBDB)
301	-do- 4x6sqmm +2x2.5sqmm ( 1.8.10 )
302	-do- 4x10sqmm + 2x4.0sqmm ( 1.8.11 )
303	Supplying and fixing 20 amps, 240 volts, SPN, industrial type socket outlet, with 2 pole and earth metal enclosed plug top along with 32 amps. C-series, SP MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover for the socket outlet, and complete with connections, testing and commissioning etc. as required as per direction of Engg.-in-Charge ( Make-Havells/C & S/Legrand)
304	S/F of 18 SWG Modular metal box of following sizes (Nominal size) in recess with suitable size of Modular base & cover in front including cutting the wall and making good the same in case of recessed conduit as required.2 Modular box with base & cover (1.24.2)
305	4 Modular box with base & cover (1.24.3)
306	8 Modular box with base & cover (1.24.5)
307	12 Modular box with base & cover (1.24.6)
308	S/F of 25AMoter Starter switch for A.C (Make: Havells / Anchor/Le-Grand)
309	S/F of Call bell/ Buzzer ISI marked sutiable for DC/AC single Phase 230 volts complete as required.(1.30)
310	S/F of batten holder BK angle holder ISI marked including connection etc instead of ceiling rose (Make: Cona / Anchor / Havells / Greatwhite / Preeti / HPL)(1.29-1.28)
311	Supply, Installation,Testing and Commissioning of Exhaust fan of 225mm sweep in the existing opening,including making the hole to suit the size of the above fan making good thedamaged complete, connection, etc as required. (Make- USHA/ Orient / Almonard)
312	Supplying, installation, of exhaust fan of heavy duty 380 mm sweep 1400 rpm with louvers Make-Equievalant higher model with 5 star ratedof Havells/almonard/Anchor/Panasonic/Usha/Bajajor equievalant reputed make & model A catagory ISI marked as approved ) of exhaust fan in the existing wall, including fixing & conntection .as required as per direction of Engg.-in-Charge.
313	Supply & Fixing of 48\" A.C. ceiling fan without regulator incudig numbering of reputed mark including all connections(Make:Usha-Striker Millenium / Crompton-Jura / Havells-Velopcity/ Spark/ Anchor-XL/ Orient-Summer Pride )
314	S/F of Modular electric step ceiling fan regulater in existing switchboxincluding connection with 1.5sqmm FR PVC insulated single core multistrand copper conductor earthing the regulatoras required.(1.38)
315	S/F of 18-20 wattLED Surface ceiling light fitting compoete with all connection.\ including fixing and all accessories as per directionof Engineer-In-charge(Make: Havels / Phillps / Crompton / Polycab /Orient)
316	S/F of 18-25 wattLED Tube light fitting compoete with all connection.\ including fixing and all accessories as per directionof Engineer-In-charge(Make: Havels / Phillps / Crompton / Polycab /HPL)
317	SITC of Sleek LED 10 watt mirror light fitting with extruded polycarbonate housing,High optically efficient diffuser,above wash basin complete with all accessoriesetc. directly on wall, including connection with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable and earthing etc. as required as per direction of Engg.-in-Charge.( Make :Philips/Bajaj/Lightting Technologyor equievalant reputed make & model A catagory ISI marked as approved. )
318	S/F of 45-48 wattLED street light fitting complete with all connection.\ including fixing of bracket and all accessories as per directionof Engineer-In-charge(Make: Havels / Phillps / Crompton / Polycab /HPL)
319	S/F of 60 wattLED street light fitting complete with all connection.\ including fixing of bracket and all accessories as per directionof Engineer-In-charge(Make: Havels / Phillps / Crompton / Polycab /HPL)
320	S/F of Extra downrod 20mm dia (20 cm) (1.41)
321	S/F of 4way (4+12) TPN Double Door and neutral sheet steel MCB DISTRIBUTION BOARD 250v on surface /recess complete with tinned copper bus bar, neutral bar, earth bar, din bar ,detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (except MCB) 2.5.5 (FOR LIGHT,POWER INDOOR,3-PH,POWER LOAD)
322	S/F of 2+4 way MCB DISTRIBUTION BOARD 250v on surface /recess complete with tinned copper bus bar, neutral bar, earth bar, din bar ,detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (except MCB) 2.4.1 (only each EM. CONNECTION UPS LOAD)
323	S/Fof \"B\" series DP MCB of 5A to 32 Amp rating 240Volt \"B\" series MCB for lighting and other loads in the existing MCB Distribution board ISI marked complete with connection, testing and commissioning etc. as required single pole (SP)(2.6.2)
324	S/Fof \"B\" series SP MCB of 5A to 32 Amp rating 240Volt \"B\" series MCB for lighting and other loads in the existing MCB Distribution board ISI marked complete with connection, testing and commissioning etc. as required single pole (SP)(2.6.1)
325	Supplying and fixing 40 Amps rating, TPN, 415 volts, RCCB,300mAin the existing MCB DB complete with connections, testing and commissioning etc. as required as per direction of Engg.-in-Charge (Make : L&T / Legrand / C&S)
326	Supplying and fixing 25Amps DP 240 volts, RCCB,300mAin the existing MCB DB complete with connections, testing and commissioning etc. as required as per direction of Engg.-in-Charge (Make : L&T / Legrand / C&S)
327	Supplying and fixing 63Amps TPN 415 volts, RCCB,300mA in the existing MCB DB complete with connections, testing and commissioning etc. as required as per direction of Engg.-in-Charge (Make : L&T / Legrand / C&S)
328	Earthing with copper earth plate 600 mm x 600mm x 3.15 mm thick and 25mm x 5mm copper tape (1.15Kg. Per Mtr.) 3.5Mtr. & 20mm G.I.pipe medium class 2.7 Mtr. ISI marked including accessories and providing masonary with cover plate having loccking arrangement and watering pipe etc wih charcoal and salt as required. (3.5 + 3.6)
329	Providing and fixing 8 SWG copper wire in recess for loop earthing as required. (3.18)
330	Providing and fixing 25mm x 5 mm copper strip on surface or in recess for connections etc. as required (3.15)
331	Supply of 2.5mmsq 3 Corealluminium armoured cable (for small power,street light)
332	S/F of 35mmsq 3½ Corealluminium armoured cable (Make: Nico/ Polycab/ Glostar / Havells)
333	Laying of 35mmsq 3½ Core cable in ground
334	Supplying and making end termination with brass compression gland and aluminum lugs for 35mmsq 3½ Core cable (5.8.21)
335	Supply, instaliatiion,Testing and commissioning of 125A, TPN panel board made of 16 SWG with provision of Incoming:- (a) 125A 4Pole MCCB 1No., (b) 125Amp 4P Change over -1No.(c) Copper bus-bar (25mm x 5mm copper flat) -1 Set., Out going:- (a) 63A 4P MCB -2Nos., (b) 32A 4P MCB -2Nos., Instrument:-(i) 01 Set of 0-100Amps MFM & CTS (DIGITAL) , 3Nos. LED phase indicator and danger plate (Make: Legrand / L&T / Havells / C&S)
336	EXTINGUISHER SYSTEM
337	Portable Fire Extinguisher System Supplying, installation, testing and commissioning of CO2 type Fire Extinguisher 4.5 kg capacity confirming to IS: 2878 made from ISI marked seamless cylinder confirming to IS: 7285, fitted with ISI marked controlled valve confirming to IS: 3224, high pressure 1mtr discharge hose & horn complete with initial gas charged with carrying handle & wall mounting bracket as per direction of Engineer-in-charge. (Make:CS-FIRE/SUNMAX/CANEXE or equievalant )
338	Supplying, installation, testing and commissioning of Mechanical Foam type 9 litre capacity Fire Extinguisher,ISI marked, IS: 10204, containing 540 ml AFFF liquid ISI marked, IS: 4989 Part II and a polyurethane coated CO2 Gas Cartridge, ISI marked, IS: 4947 complete with gunmetal union cap, nylon hose with plastic foam making branch and wall mounting bracket as per direction of Engineer-in-charge.
339	SIGNAGE
340	Supply Installation of Signage floor, entery Exit, Stair cass,Lift and other.as per direction of Engineer-in-charge.(Make:COOPER/ASES or equievalant )
341	PH WORK
342	Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor C-PVC pipesconforming topipe fittings of the following nominal bore with clamps including making good the wall, ceilingand floor all complete as per specification and direction of the Engineer in charge
343	GroundFloor
344	20mm dia C-PVC pipe (Ashirbad/Supreme)
345	25mm dia C-PVC pipe (Ashirbad/Supreme)
346	In 1st Floor
347	20mm dia C-PVC pipe (Ashirbad/Supreme)
348	25mm dia C-PVC pipe (Ashirbad/Supreme)
349	32mm dia C-PVC pipe (Ashirbad/Supreme)
350	In 2nd Floor
351	40mm dia C-PVC pipe (Ashirbad/Supreme)
352	Supplying all materials, labour, T&P and cutting holes through existing brick work including making good the damages in cement mortar (1:4) for taking GI pipes and fittings/ PVC pipes and fittings etc all complete as per PH specification and direction of the Engineer in charge.
353	250mmthick wall in Ground floor
354	In 1st Floor
355	Supplying all materials, labour, T&Pand cutting hole in R.C.C floors, roofs, etc upto 19 cm thickfor passing G.I. Pipes / P.V.C pipes and fittings etc and repairing the holes afterinsertion of pipes etc with cement concrete (1:2:4 ) including finishing complete so as to make it leak proof as per direction of theEngineer in charge. in Ground Floor
356	In 1st Floor
357	Supplying allmaterials, labour, T&P and cutting grooves in pucca floors and walls for takingGI/ PVC pipes and making good the damages as per the direction of the Engineer in charge. In Ground Floor
358	In 1st Floor
359	Supplying all materials, labour, T&P and cutting holes through existing brick or laterite masonry wall for taking PVC pipes and fittings including making good the damages etc all completeas per PH specification and direction of the Engineer in charge
360	250mm to 375mmthick wall
361	in GroundFloor to 1st Floor
362	Supplying all materials,labour,T&P and fitting and fixing brass/CP fittings of the following nominal bore with supply of all jointing materials complete as per specification and direction of the Engineer in charge
363	15mm dia CP Long Body Bib cock (Jaquar)
364	15mm dia CP angle stop cock(Jaquar)
365	20mm dia CP consealed stop cock (Jaquar)
366	15mm dia CP two in one bib cock (Jaquar)
367	15mm dia CP Health faucet (Jaquar)
368	15mm dia CP extension piece
369	15mm dia CP Pillar cock (Jaquar)
370	25mm dia G.M or Brass F.W valve (Sakti make)
371	32mm dia PVC F.W valve
372	40mm dia PVC F.W valve
373	125mm dia CP gratings
374	15mm dia CP revolving shower (Jaquar make)
375	15mm dia CP Auto closing Urinal Flush Valve (PRS-CHR-077 Jaquar make)
376	Supplying all materials, labour, T&P and fitting and fixing 10 litres capacity low level flushing cistern with a pair of cast iron or M.S brackets complete with fittings such as siphonic arrangements 15mm nominal size brass/pvc ball valve with polythene float CP brass handle, unions and couplings for connection with inlet, outlet and overflow pipes,32mm dia CP flush bend,15mm dia pvc inlet connection pipe including cutting holes and making good the same and connecting the flush bend with cistern and closet and connecting the inlet pipe with supply main etc all complete as per specification and direction of the Engineer in charge
377	10 litres PVC L.L. Cistern (Slimline-white)
378	Supplying all materials, labour, T&P and fitting and fixing U-PVC SWR soil waste ventilating pipes and fittings of the following outside diameter conforming to ISI No. 13592/1992 to walls with nails, bobbins and wooden plugs or laying in trenches including jointing with supply of approved rubber lubricantby non-heat application method/as per manufacturer’s specification, testing, earthwork in excavation in all kinds of soil and refilling of trenches as per specification and direction of the Engineer in charge
379	75mm dia U-PVC SWR pipes(Supreme/Ashirvad)
380	75mm U-PVC plain bend
381	110mm dia U-PVC SWR pipes(Supreme/Ashirvad)
382	110mm U-PVC door bend
383	110mm U-PVC door Tee
384	110mm U-PVC plain Tee
385	110mm dia U-PVC offset without ear
386	110mm U-PVC plain bend
387	110mm U-PVC vent cowl
388	110mm dia U-PVC \"P\" trap
389	110mm dia U-PVC socket plain
390	75mm dia U-PVC socket plain
391	PVC Clamp
392	110mm U-PVC door cross Tee
393	Supplying all materials, labour T&Pand fixing water closet, (Orissa pattern squating pan) duly embeded in c.c. (1:5:10) using 4cm h.g. metal all complete as per direction of E.I.C.--(583x440)mm Orissa pan (Neycer/Cerra/ Parry ware/ Hindware)
394	580mm size Orissa pan(Hindware/Parryware/Neycer)
395	Supplying all materials, labour, T&P and fixing bowl pattern urinal including connecting the urinal with waste pipe by means of white lead mixed with chopped hemp etc all complete as per specification and direction of the Engineer in charge.
396	Halfstall wall Urinal (Parryware/Hindware/Neycer)
397	15mm dia Urinal spreder
398	32mm dia Dome waste
399	Supplying all materials,labour,T&P and fixing Wash Down Water Closet(European type W.C pan)with integral ‘S’ or ‘P’ trap to the floor with wooden plug and chromium plated screws including jointing the trap with soil pipe in cement mortar(1:1) etc all complete as per specification and direction of the Engineer in charge.
400	E.W.C. with seat cover (Parryware/Hindware/Neycer)
401	Supplying all materials,labour,T&P fitting and fixing Plastic Seat and cover for E.W.C. with chromium plated brass hinges and rubber buffers all complete as perr specification and direction of E.I.C. (Neycer/ Cerra/Parry ware/ Hindware)
402	EWC (Matrix set) Hindware No.70002(P-18)(WHB 65 x 35 with one pair mounting brackets, EWC & Cistern complete with fittings & seat cover, one no hinged rail 76 cm and five nos of grab rails 60 cm)
403	Supplying all materials, labour T&P and fixing wash basins with hole for pillar taps with C.I/M.S brackets painted white including holes in walls and making good the damages etc. all complete as per P.H specification and direction of E.I.C.-- 550mm x 400mm WHB with all Fittings with C.P. Waste, PVC Waste Pipe & Connection Pipe. (Neycer/Cerra/ Parry ware/ Hindware)
404	Supplying all materials, labour T&P and fixing padestrial for wash basin complete recessed at the back for the reception of pipe and fitting etc. all complete as per specification and direction of E.I.C. (Neycer/Parrywear/Cerra/Hindware)
405	Under Counterbasin(560x450)Hindware-No.10095
406	Supplying all materials, labour, T&P and fixing mirror of superior glass conforming to IS:3438-1996 mounted on 6mm thick A.C sheet or plywood sheet and fixed to wooden plugs with CP screws and washers complete as per specification an direction of the Engineer in charge
407	600mm x 450mm size B.E mirror
408	Large size mirror with frame
409	Supplying all materials, labour, T&P and fixing standard sized glass-shelf with CP brass brackets and guard rails complete fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge
410	600 x 125mm plate glass shelf with CP guard rails (Plaza/Amber/Aquatic)
411	Supplying all materials, labour, T&P and fixing standard sized CP towel rail complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge
412	25mm x 600mm long CP towel rail (Plaza/Amber/Aquatic)
413	CP towel Ring (Plaza/Amber/Aquatic)
414	Supplying all materials, labour, T&P and fixing CP soap holder complete with CP brass brackets fixed to wooden plugs with CP screws as per specification and direction of the Engineer in charge
415	CP soap holder(Plaza/Amber/Aquatic)
416	Supplying all materials, labour, T&P and fixing wash kitchen sink/laboratory sink with outlet at end and weir overflow including fitting and fixing a pair of cast iron or MS brackets painted white, fixing 50mm/40mm dia CP brass waste, fixing 50mm/40mm dia PVC waste pipe 910mm long with supply of wooden plugs, screws and cement etc including cutting holes in walls and making good the damages etc all complete as per specification and direction of the Engineer in charge
417	600 x 450 x 250mm size S/S kitchen sink (Jayana make )
418	Supplying all materials, labour, T&P and providing 12mm thick cement plaster(1:4)on brickwork including cement punning, watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
419	Providing and laying Sika top seal 109 hi over roof top slab and parapet ,toilet inside after cleaning of surface and applied with a coat of Sika 109 hi primer as per approved specification.The Sika shall be laid between two coats of water proofing membrance and the entire application cover with Sika top seak hi curing,compoundof all materials and cost of labour T&P etc.complete as per the direction of the Engineer-in-charge.
420	Supplying all materials labour T&P and filling in foundation and plinth with sandwellwatered and rammed including conveyance of all materials to work sitepayment of royalty taxes etc all complete as per direction ofEngineer in charge In ground floor
421	In 1st Floor
422	Supplying all materials, labour, T&P and providing cc(1:2:4) with 12mm size hard granite chips broken including watering, curing, conveyance of all materials to worksite, payment of royality, taxes etc all complete as aper specification and direction of the E.I.C. -In Ground Floor
423	In 1st Floor
424	Supplying all materials, labour, T&P and constructing Gully Trap chamber of the following inside size with 8cm thick R.C.C precast cover slab in cement concrete (1:2:4) mix using 12mm size h.g chips, foundation concrete (1:4:8) using 40mm size hard granite metal on bed and around trap, Fly ash brickwork in c.m (1:6) in F&P and inside 12mm thick cement plastering (1:3) finished with a floating coat ofneat cement including fixing 100mmx100mm size HCI gully trap,150mmx150mm size C.I grating etc all complete as per approved drawing, specification and direction of the Engineer in charge
425	Gully Trap chamber
426	Supplying all materials,labour,T&P and constructing Inspection Chamber of the following sizewith cement concrete(1:3:6) using 40mm size hard granite metal on bed,1st class Fly ash brickwork in cement mortar(1:6),moulding and shaping the channel inside and benching with cement concrete(1:2:4)using 12mm size h.g chips,12mmthick cement plaster(1:3)with punning to inside,cement flush pointing (1:3) to outside,R.C.C cover slab in(1:2:4)using 12mm size h.g chips with RCC man hole cover, earthwork in excavation in all kinds of soil and refilling the cavity around the chamber including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per approved specification and direction of the Engineer in charge
427	Inside size 760mm x 760mm x 460mm
428	Supplying all materials, labour, T&P and providing marble slab in urinal partition wall including cutting grooves in walls and making good the damages including watering curing etc all complete as per specification and direction of the E.I.C.
429	Supplying all materials, labour, T&P and providing kodappa slab in floors, treads and landing on 25mm thick bed of cement mortar 1:1 (1 cement:1 sand) joined with neat cement slurry mixed with pigment to match the shades of the tiles including rubbing and polishing complete as per direction of the Engineer in charge
430	Supplying all materials, labour, T&P and providing granite tiles in slab, treads and landing on 25mm thick bed of cement mortar 1:1 (1 cement:1 sand) joined with neat cement slurry mixed with pigment to match the shades of the tiles etc all complete as per direction of the Engineer in charge
431	EXTERNAL PH WORK
432	125mmX100mm Size Bore Well Through ODEX Method:- Supplying all materials Labour T&P and drilling perfectly vertical bore hole in boulder formation areas with drawn the hole hammer drilling rigs or combination drilling rigs to suit the site condition with deployment of rig, necessary accessories and consumables for a specified depth below ground level including supply of necessry casing shoe,odex tools & plants, jointing materials,extra sockets where required with drawing of pipes,lowering the MS(ERW)pipes & fitting & fixing in perfectly vertical position including cutting &welding for jointing the pipes for simultaneous casing lowering in over burden boulder formation till encounter of hard rock and to drill 125mm D.T.H upto the desired depth as may be necessary,cleaning the site and washing bore etc. all complete providing sanitary sealing upto 5metres depth below ground level as per the direction of E.I.C.
433	(a)Drilling of 125mm. dia. Bore
434	(b)Drilling of 125mm. dia. Bore
435	Labour for drilling a perfectly vertical bore hole of 100mm dia. for a specified depth below ground boulder zone through consolidated and uncosolidated rock with down the hole hammer drilling rigs or combination drilling rigs as required to suit the site conditions as per the direction of E.I.C.including use of own rigs with its accessories,tools & plants and consumable etc. for soft,medium,hard rock formationas per directionof E.I.C.
436	(a)Drilling 100mm dia. Bore
437	Lowering the folloing size MS Casing pipesfrom ground level up to 30mtrs and above depth and fitted and fixedup in perfectly vertical position including cutting, and threading pipe and supply and fixing all jointing materials tools and plants etc. complete and keeping the top plugging tube wells to prevent entry of foreign materials from above(a)Cost of 125mm dia M.S. Casing pipes.
438	Cleaning and developing the tube well using their own compressor continuously worked till clear and adequate discharge is obtained from the tube well including supply and use of all necessary equipment and labour as per the direction of E.I.C.
439	Supply all materials, labour, T&P and providing,fitting and fixing submersible pump with squirrel cage induction type submersible type submersible electric motor to run on 3 phase/1phase line voltage ranging from 320 volt to 450 volt conforming to IS:8034/89 with following specifications with suitable control pannel, jointing with GI/PVC/HDPE pipes electrification, testing,commissioning,trial running,conveyance of all materials to worksite, payment of taxes etc all complete as per specification and direction of the Engineer in charge.
440	1HP Single Phasesubmersible pump set.
441	DOL control panel
442	50mm S. S. Nipple, S. S. bolt & clips
443	50mm M. S. Clamp, Bend, Socket & 200mm M. S. well cap
444	2.50mm Sqm Submersible flat cable
445	Steel rope with cover
446	20mm dia rigid U-PVC pipe for Electrical cable
447	40mm dia HDPE pipe
448	Labour charges for lowering, testing, commissioning & transportation to site etc.
449	Supplying all materials, labour, T&P and providing and fixing to wall or ceiling and floor CPVC pipesof the following nominal bore and pipe fittings with clamps including making good the wall and testing as per specification and direction of the Engineer in charge
450	40mm dia CPVCpipe
451	Earth work in all kinds of soil within 50 mtr initial lead and 1.5mtr initial lift includingrough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth and as per direction of the Engineer in charge.
452	Supplying all materials, labour, T&P and constructionman hole chamber of the following sizewith cc(1:3:6)using 40mm size HG metal on bed,1st class Fly ash brickwork in cm(1:6), moulding and shaping the channel inside and benching with cc(1:2:4)using 12mm size h.g chips,12mmthick CP(1:3)with punning to inside, ement flush pointing (1:3) to outside,R.C.C cover slab in (1:1½:3) using 12mm size h.g chips with RCPC man hole cover,earthwork in excavation in all kinds of soil and refilling the cavity around the chamber including watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per approved specification and direction of the Engineer in charge.
453	Inside size 910mm x 910mm x 910mm
454	Supplying all materials, labour, T&P and constructing soakway pit of the following size with dry brick walling from bottom upto invert of inlet pipe and 1st class Fly Ash brickwork in cement mortar (1:6) for the remaining height at top, cement concrete (1:4:8) using 40mm size hg chips on bed, 12mm thick cement plaster (1:4) inside and outside over masonry brickwork, gravel backing in the rear of well steining, RCC cover slab in cement concrete (1:2:4) using 12mm size hg chips fitted with iron lifting handles including earthwork in open well excavation in all kinds of soil and refilling of cavity around the pit & painting the iron works, watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per approved specification and direction of the Engineer in charge
455	1.40m dia x 2.00m deep soakway pit
456	1.20m dia x 2.00m deep soakway pit
457	Supplying all materials, labour,T&P and laying in trenches (to level or slope)unplasticized PVC pipes conforming to IS:4985/ 2000 of the following outside dia for class–3(0.60mpa) including jointing with supply of approved solvent cement by non-heat application method/as per manufacturer’s specification, providing and laying in trench cement concrete (1:4:8) with 40mm size hard granite metal in the Type C-1 standard bedding surrounding or encasingincluding concrete for bedding and curing etc all complete as per PH specification and direction of the Engineer in charge.
458	160mm dia u-pvc pipe alround concrete
459	110mm dia u-pvc pipe alround concrete
460	Construction 1 No 50 users RCC Septic tank
461	Earth work in excavation of foundation in all kinds of soil within 50m initial lead and 1.5m initial lift including rough dressing & breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of theEngineer-in-Charge.
462	2nd Depth of 1.5 m
463	Supplying all materials,labour ,T&P and filling in foundation and plinth with sand well watered and rammed including cost, conveyance of all materials to work site ,payment of royalty,taxes etc. all complete as per direction of the Engineer-in -charge
464	Supplying all materials, labour, T&P andproviding cement concrete(1:4:8)with 4cm size crusher broken HG metal including watering,curing cost of all materials,conveyance of all materials to work site with payment of royalty all taxes etc all complete as per P.W.D specification and direction of E.I.C.
465	Supplying all materials,labour,T&P and providing brick work with Fly Ash .bricks 25cmx12cmx8cm size having cs. not less than 75kg/cm2 with dimensional tolerance ± 8% inincluding watering,curing conveyance of all materials to worksite, payment of royalty taxes etc. all complete as per specification and direction of EIC. -- In Foundation & Plinth in cm(1:4)
466	Supplying all materials, labour, T&P and providing cement concrete ( 1:2:4 ) with 12mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge
467	Supplying all materials, labour, T&P and providing cement concrete (1:1:5:3) with 12mm size hard broken granite chips for R.C.C works including hoisting, laying, watering, curing, conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
468	Supplying all materials, labour, T&P and providing rigid and smooth centering and shuttering for R.C.C works including false work and dismantling them after casting including conveyance of all materials to worksite, payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
469	For RCC wall
470	Supplying all materials,labour,T&P and providing M.Sreinforcement for RCC work including cutting, bending, binding, and tying the grills and placing in position including cost of binding wire 18 to 20 gauge,conveyance of all materials to work site,payment of royalty, taxes etc all complete as per specification and direction of the Engineer in charge
471	In ground floor
472	Supplying all materials,labour,T&P and providing 6mm CP(1:4) with cement punning on brick work including watering,curing, cost of all materials, conveyance of all materials to worksite, paymentof royalty,all taxes etc.all complete as per PWD specification and direction of the Engineer-in-charge.
473	Supplying all materials,labour,T&P and providing cement plaster on brick/stone work including watering,curing, conveyance of all materials to worksite, payment of royalty, taxes etc. all complete as per specification and direction of E.I.C.-12mm thick C.P with C.M. (1:6)
474	Supplying all materials, labour, T&P and providing,fitting and fixing 100mm x 100mm x 100mm PVC Tee in wall including filling the recess with cement concrete (1:3:6) with 12mm size h.g chips all complete including watering, curing, conveyance of all materials to worksite, payment of royalty all complete as per specification anddirection of the Engineer in charge
475	Providing and fixing in position Polyproplene Foot steps of required shape and approved quality as per the direction of E.I.C.
476	Filling in foundation and plinth with excavated materials, moorum including watering and ramming as directed by the Engineer in charge
477	Supplying all materials,labour,T&P and fixing rotational moulded polyethylene cylindrical vertical water storage tank confirming to IS 12701- 1996 including cutting hole through the tank and fixing MS tubes and fittings and providing extra sockets and jam nuts, fixing ball valve etc. including hoisting the tankand placing the tankto the required position including all complete as per specification and direction of EIC.(including cost of 2000 liter capacity FG Over Head Tank) on roof of 1st Floor
478	Supplying all materials, labour, T&P and Construction of masonary stagging with providing 1st class KB. brick work in c.m, (1:6) of 0.46m. height in staging and in circular protection wall to support the tank in roof of ground floor using 25cm x 12cm x 8cm size KB. bricks having crushing strength not less than 75 kg/cm2 12mm thick c.p.(1:4) over brick work, R.C.C. Slab of size 1.64mtr xl.64mtr x0.l0mtr thick, R.C.C. beam of size 0.25m X 0.30m and 2.61m average length in c.c.(1:1.5:3) using 12mm size h.g. chips including centering and shuttering, watering, curing conveyance of all materials to work site etc. all complete as per specification and direction of E.I.C (2000 liter capacity FG Over Head Tank on roof of 1st Floor)
479	Providing and laying CERAMIC FLOOR TILESof premium grade and of approved size & shade in flooring on a bed of 20 mm thick cement mortar 1:4 (1 Cement :4 Coarse sand) finished with flush pointing in white cement & pigment to match the shade of the tiles.
480	GroundFloor
481	First Floor
482	Supplying, fitting & fixing of Ceramic wall tiles of premium grade of size 300x200/200x200mm having thickness 6.5mm to 6.7mm confirming to IS 13753in dadoes, skirting and risers of stepslaid on 12 mm thick cement mortar (1:3) (1 cement : 3 course sand) jointed with slurry mixed with pigment to match the shades of the tiles etc. complete including cost of all materials, labour T&P etc. required for the work all complete as per direction of the Engineer-in-charge
483	GroundFloor
484	First Floor
485	Factory made GIRID FRP or called GRP sandwich compositedoor shutterof 32mm thick laminated with two GRP skin with good grain finishfabricated using UV stabilised isoppthalic gel coat and one layer of 450 gsm E-glass chopped strand mat (CSM) impregnated with ortopathilic resin The thickness of the skins shallnot be less than 1.50mm . Expanded polysryne ( EPS) structural foam panel of 29 mm tickness and a density of 20kg/cu.mts shall be used as core material wooden reinforcements made of sesasoned sal wood block of cross section not less than 28mm x 32mm and also necessary sal wood reinforcements for fitting the metal fittings such as lower bolts ,aldrops, handles etc. shall be provided . A structural adhesive compatible with (EPS)foam shall be used for bending the core material. the sal wood reinforcements and the skin The material and process for manufactuing te door shutter shallconform to RV -TIFAC components design centre\"s standards and specification and the door shutters tested in conformation to IS 4020-1998. The Finish of door shutter will be plain colour as per specificationand direction of the EngineerinCharge. etc. complete
486	Factory made FRP( Altematly called GRP) door frame of size 75mm x 100mmfabricated using E - glass chopped strand mat (CSM) U.V stabilised inopathalic Gel coat and impregnated with inopathalic resin The thickness of the GRP skins shall not be less then 2.0mm .The door frame consists of four segments which are provided with plug in socketarrrangement in-situ-in mould.The segments are plugged in and are joined together by means of srew. The GRP frame shall be provided with wooden reinforcement on six locations for high srew holding capacity for fixing metalic hold fast and shall be consolidated by filling with medium density foam / plaster of paris with fibre reinforcement , six number of 260mm x 25mm x 5mm size \"S\" shaped M.S flat holdfast shall be provided with the frame. The material and process for manufacturing the finish of door frame shall conform to RV-TIFAC composites Design centre\"s standards and specifications .The finish of door frame will be plain colour white/Ivory/Beige/Light grey / Golden brown/Mahogany/Teak wood /sand stone Champagne/ Pastel blue or any other colour using high quality pigment complete in all respect as per specification and direction of the Engineer in Charge.etc. complete

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Tender For Construction Of Multipurpose Hall Building Under Rw Circle,Sundargarh Package No-Mph-Od-Sng-02, Sundargarh-Odisha

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Tender For Construction Of Multipurpose Hall Building Under Rw Circle,Sundargarh Package No-Mph-Od-Sng-02, Sundargarh-Odisha

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