Tender For Construction Of Dr. Babasaheb Ambedkar Super Speciality Hospital And Post Graduate Institute For Medical Sciences At Kh. No. 101, 102 And 103, Mz. - Indora, Nagpur. - 1 A. Earth Workexcavationforfoundationin Earth,Soilofalltypes,Sand, Gravela, Nagpur-Maharashtra

TDR : 47570213

Tender Notice
Corrigendum Details
BOQ

Expired

Nagpur , Maharashtra

Tender Brief : Corrigendum : Tender For Construction Of Dr. Babasaheb Ambedkar Super Speciality Hospital And Post Graduate Institute For Medical Sciences At Kh. No. 101, 102 And 103, Mz. - Indora, Nagpur. - 1 A. Earth Workexcavationforfoundationin Earth,Soilofalltypes,Sand, Gravela

Document Fees
₹ 50000 /-

EMD
₹ 20105000.0 /-

Tender Value
₹ 402.08 Crore /-

Submission Date
10-03-2025

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	25-02-2025	Date Extension	Date	10-03-2025

Name of Work: CONSTRUCTION OF DR. BABASAHEB AMBEDKAR SUPER SPECIALITY HOSPITAL & POST GRADUATE INSTITUTE FOR MEDICAL SCIENCES AT KK. NO. 101, 102, & 103 Mz- INDORA, NAGPUR

Sl. No.	Item Description
1	A. EARTH WORKExcavationforfoundationin earth,soilofalltypes,sand, gravelandsoftmurum, including removingtheexcavatedmaterial uptoadistanceof50m. beyondthe buildingareaand stackingandspreadingas directed,dewatering,preparingthe bed forthefoundationand necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift upto1.5 m.) By Mechanical MeansHospital, MLCP & Service Block
2	Excavation for foundation in earth, soils of all types, sand,gravel and soft murum, including removing the excavated material upto a distance of 50 metres beyond the building area and stackingandspreadingasdirected,dewatering,preparingthebedforthefoundationand necessary back filling, ramming, watering including shoring and strutting etc. complete. (Lift from 1.5m to 3.0m) By Mechanical Means
3	ExcavationforfoundationinSoft rockandoldcementorlime masonryfoundations including removingtheexcavatedmaterial uptoadistanceof50metres beyondthe buildingareaand stackingasdirected,including dewatering,preparingthebedfor the foundationandnecessaryback fillingwith available earth/murum,ramming,watering including shoring andstrutting etc. complete. (Lift from 1.5m To 3.0 m.) By MechanicalMeans
4	ExcavationforfoundationinSoft rockandoldcementorlime masonryfoundations including removingtheexcavatedmaterial uptoadistanceof50metres beyondthe buildingareaand stackingasdirected,including dewatering,preparingthebedfor the foundationandnecessaryback fillingwith available earth/murum,ramming,watering including shoring andstrutting etc. complete. (Lift from 3.0m To 4.5 m.) By MechanicalMeans
5	ExcavationforfoundationinSoft rockandoldcementorlime masonryfoundations including removingtheexcavatedmaterial uptoadistanceof50metres beyondthe buildingareaand stackingasdirected,including dewatering,preparingthebedfor the foundationandnecessaryback fillingwith available earth/murum,ramming,watering including shoring andstrutting etc. complete. (Lift from 4.5m To 6.0 m.) By MechanicalMeans
6	ExcavationforfoundationinSoft rockandoldcementorlime masonryfoundations including removingtheexcavatedmaterial uptoadistanceof50metres beyondthe buildingareaand stackingasdirected,including dewatering,preparingthebedfor the foundationandnecessaryback fillingwith available earth/murum,ramming,watering including shoring andstrutting etc. complete. (Lift from 6.0m To 7.5 m.) By MechanicalMeans
7	ExcavationforfoundationinHard-rockbycontrolledblastingincludingtrimmingand levelingthebedbychisellingwherenecessaryandremovingtheexcavatedmaterialand stackingitinmeasurableheapswithinadistanceof50metres.fromthebuildingarea including dewatering and back filling with available earth soil /murum watering, ramming etc. complete. (Liftfrom 3.0mTo4.5 m)ByMechanical Means
8	ExcavationforfoundationinHard-rockbycontrolledblastingincludingtrimmingand levelingthebedbychisellingwherenecessaryandremovingtheexcavatedmaterialand stackingitinmeasurableheapswithinadistanceof50metres.fromthebuildingarea including dewatering and back filling with available earth soil /murum watering, ramming etc. complete.(Liftfrom 4.5 mTo6.0 m)ByMechanical Means
9	ExcavationforfoundationinHard-rockbycontrolledblastingincludingtrimmingand levelingthebedbychisellingwherenecessaryandremovingtheexcavatedmaterialand stackingitinmeasurableheapswithinadistanceof50metres.fromthebuildingarea including dewatering and back filling with available earth soil /murum watering, ramming etc. complete. (Liftfrom 6.0m To 7.5m) By Mechanical Means
10	Providingpreconstructional antitermite treatment as per I.S. 6313(Part-II)bytreatingthe bottomsurfaceandsidesof excavationattherateof5litres of emulsionconcentrate of 1.0 percentofchlorophyrifosper squaremeterofsurface areacovering 10 years guarantee on bond paper.
11	Providingpreconstructional antitermite treatment as per I.S. 6313(Part-I)tothesoilalongthe externalfaceofbuildingby punchingholesof1.2of1.5C.M. diametreabout30-60cmdeepat 15cmc/c asclose tothe wall as possible and to inject 0.5 percent ofaldrin orclorophyrifos at therateof 7.5 litres per hole and sealingthesamewithproper fillingandcovering10years guarantee on bond paper.
12	Fillinginplinthandfloorswith approvedexcavated material in 15cm. to 20cm.Layersincluding wateringandcompactingetc. complete.Ground Floor
13	DisposalofallTypesof Excavated Material Upto 5 KmGround Floor
14	Fillinginplinthandfloorswith contractors material/broughtfrom outside and approved byEngineer inchargein layers of 15 cm to 20 cm including watering andcompactionetc. complete.Ground Floor
15	Providingdry/trap/granite/quartzite/gneissrubblestonesoling15cmto20cmthick including hand packing and compacting etc. complete.Ground Floor
16	B. STRUCTURAL WORK
17	Providingand laying Cast in situ/Ready Mix cement concrete in M15 of trap/granite/quartzite/gneissmetalforfoundationandbedding/stepsincludingsteel centering, formwork, laying/pumping, compacting,rougheningthemifspecialfinish istobeprovided,finishingunevenand honeycombed surface and curing etc. complete. TheCementMortar1:3plasterisconsideredforrenderingunevenandhoneycombed surface, only. Newly laid concrete shall be covered bygunnybag,plastic,tarpaulinetc. (Wooden centering will not be allowed.),with fullyautomaticmicroprocessor basedPLCwithSCADAenabledreversible DrumType mixer/concrete Batch mixplant(Panmixer)etc.complete.Withfineaggregate(Crushed sand VSI Grade)Hospital, MLCP & Service Block
18	ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-30oftrap/granite/quartzite/gneissmetalforR.C.C.workinfoundationslike raft,strip foundations,grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steelcenteringformwork,cover blockslaying/pumping, compactionfinishingtheformedsurfaceswithcementmortar1:3ofsufficientminimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic microprocessorbasedPLCwithSCADAenabledreversibleDrumTypemixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
19	ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-40oftrap/granite/quartzite/ gneiss metal for R.C.C. workin foundations like raft, strip foundations, grillage andfootings of R.C.C. columns and steel stanchionsetc. columns as per detailed designs and drawingorasdirectedincludingsteelcentering,formwork,coverblocks,laying/pumping, compactionfinishingtheformedsurfaceswithcementmortar1:3ofsufficientminimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel).with fully automatic microprocessorbasedPLCwithSCADAenabledreversibleDrumTypemixer/concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
20	Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite/quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork,cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to giveasmoothandevensurfaceorrougheningifspecialfinishistobe provided and curing etc. complete,(Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
21	Upto Plinth/Ground level
22	Above Plinth/Ground level & including 1st slab
23	Providing and laying Cast in situ/Ready Mix cement concrete M40 of trap / granite/quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to giveasmoothandevensurfaceorrougheningifspecialfinishistobe provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
24	Upto Plinth/Ground level
25	Above Plinth/Ground level & including 1st slab
26	Above 1st slab & including 2nd slab
27	Above 2nd slab & including 3rd slab
28	Above 3rd slab & including 4th slab
29	Above 4th slab & including 5th slab
30	Above 5th slab & including 6th slab
31	Above 6th slab & including 7th slab
32	Above 7th slab & including 8th slab
33	Above 8th slab & including 9th slab
34	Above 9th slab & including (O.H.W.T. top level)
35	ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-40oftrap/granite/ quartzite/gneissmetalforR.C.C.pardi ,Retaining walls & OHT wall ofrequiredthicknessincludingsteelcentering, formwork, cover blocks, laying/pumping,compacting and roughening them if special finish istobeprovidedandcuringcomplete.(Excludingreinforcementandstructuralsteel).with fullyautomaticmicroprocessorbasedPLCwithSCADAenabledreversibleDrumType mixer/concreteBatchmixplant(Panmixer)etc.complete.Withfineaggregate(Crushed sand VSI Grade)
36	Upto Plinth/Ground level
37	Above Plinth/Ground level & including 1st slab
38	Above 1st slab & including 2nd slab
39	Above 2nd slab & including 3rd slab
40	Above 3rd slab & including 4th slab
41	Above 4th slab & including 5th slab
42	Above 5th slab & including 6th slab
43	Above 6th slab & including 7th slab
44	Above 7th slab & including 8th slab
45	Above 8th slab & including 9th slab
46	Above 9th slab & including (O.H.W.T. top level)
47	Providing and laying Cast in situ/Ready Mix cement concrete M60 of trap / granite/quartzite/ gneiss metal for R.C.C. columns as per detailed designs and drawing or as directed including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to giveasmoothandevensurfaceorrougheningifspecialfinishistobe provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
48	Upto Plinth/Ground level
49	Above Plinth/Ground level & including 1st slab
50	Above 1st slab & including 2nd slab
51	Above 2nd slab & including 3rd slab
52	Above 3rd slab & including 4th slab
53	Above 4th slab & including 5th slab
54	Above 5th slab & including 6th slab
55	Above 6th slab & including 7th slab
56	Above 7th slab & including 8th slab
57	Above 8th slab & including 9th slab
58	Above 9th slab & including (O.H.W.T. top level)
59	Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite/quartzite/gneissmetalforR.C.C.beamsandlintelsasperdetaileddesignsand drawings or asdirectedincludingsteelcentering,formwork,coverblocks, laying/pumping,compactionand roughening the surface if special finish is to be provided and curingetc.complete.(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
60	Upto Plinth/Ground level
61	Above Plinth/Ground level & including 1st slab
62	Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap / granite/quartzite/gneissmetalforR.C.C.beamsandlintelsasperdetaileddesignsand drawings or asdirectedincludingsteelcentering,formwork,coverblocks, laying/pumping,compactionand roughening the surface if special finish is to be providedandcuringetc. complete. (Excluding reinforcement and structural steel). withfullyautomaticmicroprocessorbasedPLCwithSCADAenabledreversible DrumTypemixer/concreteBatchmixplant(Panmixer)etc.complete.Withfine aggregate (Crushed sand VSI Grade)
63	Upto Plinth/Ground level
64	Above Plinth/Ground level & including 1st slab
65	Above 1st slab & including 2nd slab
66	Above 2nd slab & including 3rd slab
67	Above 3rd slab & including 4th slab
68	Above 4th slab & including 5th slab
69	Above 5th slab & including 6th slab
70	Above 6th slab & including 7th slab
71	Above 7th slab & including 8th slab
72	Above 8th slab & including 9th slab
73	Above 9th slab & including (O.H.W.T. top level)
74	ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-25oftrap/granite /quartzite/gneissmetalforR.C.C. slabsand landings as perdetailed designsand drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to giveasmoothandevensurfaceorrougheningifspecialfinishistobe provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) Upto Plinth/ Ground level
75	ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-30oftrap/granite /quartzite/gneissmetalforR.C.C. slabsand landings as perdetailed designsand drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to giveasmoothandevensurfaceorrougheningifspecialfinishistobe provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
76	Upto Plinth/Ground level
77	Above Plinth/Ground level & including 1st slab
78	ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-40oftrap/granite /quartzite/gneissmetalforR.C.C. slabsand landings as perdetailed designsand drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to giveasmoothandevensurfaceorrougheningifspecialfinishistobe provided and curing etc. complete,(Excluding reinforcement and structural steel).with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
79	Upto Plinth/Ground level
80	Above Plinth/Ground level & including 1st slab
81	Above 1st slab & including 2nd slab
82	Above 2nd slab & including 3rd slab
83	Above 3rd slab & including 4th slab
84	Above 4th slab & including 5th slab
85	Above 5th slab & including 6th slab
86	Above 6th slab & including 7th slab
87	Above 7th slab & including 8th slab
88	Above 8th slab & including 9th slab
89	Above 9th slab & including (O.H.W.T. top level)
90	ProvidingandlayingCastinsitu/ReadyMixcementconcretein M-40oftrap/quartzite/granite /gneiss metal for R.C.C. Waist slab, and steps of staircases as per detailed design and drawingsorasdirectedincludingsteelcentering,plywood/steelformwork,steelprops, laying/pumping,compaction,finishing unevenandhoneycombedsurface withC.M.1:3of sufficient minimum thickness to give a smooth and even surface or roughening the surface if special finish is to be provided and curing etc. complete. (Excluding einforcement, including cover block).(Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc.) with fullyautomaticmicroprocessorbasedPLCwithSCADAenabledreversibleDrumType mixer/concreteBatchmixplant(Panmixer)etc.complete.Withfineaggregate(Crushed sand VSI Grade)
91	Upto Plinth/Ground level
92	Above Plinth/Ground level & including 1st slab
93	Above 1st slab & including 2nd slab
94	Above 2nd slab & including 3rd slab
95	Above 3rd slab & including 4th slab
96	Above 4th slab & including 5th slab
97	Above 5th slab & including 6th slab
98	Above 6th slab & including 7th slab
99	Above 7th slab & including 8th slab
100	Above 8th slab & including 9th slab
101	Above 9th slab & including (O.H.W.T. top level)
102	Providing and laying Cast in situ/Ready Mixcement concrete M-40 of trap/ granite/ quartzite/ gneiss metal for R.C.C. chajja as per detailed design and drawings including steel centering, formwork, cover blocks, laying/pumping, compacting androughening the surface ifspecial finish is to be provided and curing complete. (Excluding reinforcement and structural steel). withfullyautomaticmicroprocessorbasedPLCwithSCADA enabledreversibleDrum Typemixer/concreteBatchmixplant(Panmixer)etc.complete.Withfineaggregate (Crushed sand VSI Grade)
103	Upto Plinth/Ground level
104	Above Plinth/Ground level & including 1st slab
105	Above 1st slab & including 2nd slab
106	Above 2nd slab & including 3rd slab
107	Above 3rd slab & including 4th slab
108	Above 4th slab & including 5th slab
109	Above 5th slab & including 6th slab
110	Above 6th slab & including 7th slab
111	Above 7th slab & including 8th slab
112	Above 8th slab & including 9th slab
113	Above 9th slab & including (O.H.W.T. top level)
114	Providing and casting in situ / ready mix PCC M20 grade of trap metal for coping to head walls / parapet including centering, form work, compaction and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc )
115	Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C.pile caps,footings,foundations,slabs,beamscolumns,canopies, staircase, newels,chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs,drawingsand schedules. including cutting,bending, hooking the bars,binding with wires or tack welding and supporting as required complete.
116	Upto Plinth/Ground level
117	Above Plinth/Ground level & including 1st slab
118	Above 1st slab & including 2nd slab
119	Above 2nd slab & including 3rd slab
120	Above 3rd slab & including 4th slab
121	Above 4th slab & including 5th slab
122	Above 5th slab & including 6th slab
123	Above 6th slab & including 7th slab
124	Above 7th slab & including 8th slab
125	Above 8th slab & including 9th slab
126	Above 9th slab & including (O.H.W.T. top level)
127	MASONRY WORK
128	ProvidingAutoclavedAerated ConcreteBlock masonaryof conformingtoIS:2185(Part 3) - 1984inextrafinejointingmortar offixoblockof UltraTechor equivalentinsuperstructure including striking joints, rakingout joints and scaffolding etc. Complete. (The test shall be carried out conformingtoIS:6441(PartI)- 1972)
129	Basement Floor
130	Ground Floor
131	First Floor
132	Second Floor
133	Third Floor
134	Fourth Floor
135	Fifth Floor
136	Sixth Floor
137	Seventh Floor
138	Eight Floor
139	Terrace Floor
140	Providing fly ash brick masonry with conventional / I.S. type fly ash bricksin C.M. 1:6 in foundation and plinth includingbailing out water manually striking joints, racking out joints watering and scaffolding etc. complete.Upto Plinth
141	Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructureincludingstrikingjoints,rakingoutjoints,wateringandscaffoldingetc. Complete
142	Basement Floor
143	Ground Floor
144	First Floor
145	Second Floor
146	Third Floor
147	Fourth Floor
148	Fifth Floor
149	Sixth Floor
150	Seventh Floor
151	Eight Floor
152	Terrace Floor
153	D. PLASTERING & PUTTY WORK
154	Providinginternalcementplaster12mm thickinsinglecoatincementmortar1:4without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.
155	Basement Floor
156	Ground Floor
157	First Floor
158	Second Floor
159	Third Floor
160	Fourth Floor
161	Fifth Floor
162	Sixth Floor
163	Seventh Floor
164	Eight Floor
165	Terrace Floor
166	Providingsandfacedplaster externallyincementmortarusing approved screened sand, in all positions including base coat of15 mm thick in cement mortar1:4usingwaterproofing compoundat1Kilogrampercement bag curing the same for not less than 2 daysandkeepingthe surface ofthebasecoatroughto receive the sand faced treatment 6to8mm thickin cementmortar 1:4finishingthesurfaceby taking outgrains and curing for fourteendays scaffolding etc.complete.
167	Ground Floor
168	First Floor
169	Second Floor
170	Third Floor
171	Fourth Floor
172	Fifth Floor (Hospital & MLCP Terrace)
173	Sixth Floor
174	Seventh Floor
175	Eight Floor
176	Terrace Floor
177	Providing and applying gypsum plaster ( with Gypsum material) with finishing with gypsum material in 10 to 13 millimeter thickness to previously plastered surface / or on newly brick surface ( Excluding rough cast plaster ) in all position including preparing and Finishing the surface scaffolding etc.complete.
178	Basement Floor
179	Ground Floor
180	First Floor
181	Second Floor
182	Third Floor
183	Fourth Floor
184	Fifth Floor
185	Sixth Floor
186	Seventh Floor
187	Eight Floor
188	Terrace Floor
189	Providing andapplying Twocoats ofwall care Putty onplastered surface andCeiling and Walls to prepare surface even and smooth of approved make, etc complete.
190	Basement Floor
191	Ground Floor
192	First Floor
193	Second Floor
194	Third Floor
195	Fourth Floor
196	Fifth Floor
197	Sixth Floor
198	Seventh Floor
199	Eight Floor
200	Terrace Floor
201	E. WATERPROOFING WORK
202	Providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing for basement orundergroundflooronabaseofCementconcrete1:3:6,includingsubbaseof2.50 centimeter thick Cement mortar 1:3 with conceal, secrete (RMW), Algae proof or other alike waterproofing liquids, raking of joints upto 35 mm depth, filling the joints with6 mm size crushed metal, hand grouting with cement slurry, curing and cleaning, with 7 years guarantee on court fee stamp of Rs. 100/- with ponding test etc complete. (excluding Cement concrete 1:3:6 base concrete )Basement Floor, MLCP & Service Block
203	Providingandfixing20to25mm thick rough shahabad box type waterproofingtreatmenttovertical outside faces of Reinforced Cement concrete walls of basement or undergroundfloorincludingfilling thegap of25mm between rough shahabad andR.C.C.wallswith cement grout mixed with water proofing liquid Algae proof or other alike with one tile lift method, brushing the joints horizontally with cement slurry mixed with water proofingliquidfor width 30 to35mmandslopingcopingover topmosttilewithcementmortar 1:3,buttingthebottom most withCementconcrete 1:2:4mixed with water proofing liquid,curing, with7 yearsguaranteeoncourt feestamp ofRs.100/-with ponding test etccomplete. (excluding Cement concrete 1:3:6Basement Floor, MLCP & Service Block
204	Providing waterproof plaster in W.C.andbath 20mmthickfor dado in cement mortar 1:3 with neat finishing,floatingusing waterproofing compound at the rate of 1 Kilogram. per bag of cement of approvedmakeandmanufacturer and curing(and filling joints ofNahanitrapand anyoutletby properly) etc. complete.
205	Basement Floor
206	Ground Floor
207	First Floor
208	Second Floor
209	Third Floor
210	Fourth Floor
211	Fifth Floor
212	Sixth Floor
213	Seventh Floor
214	Eight Floor
215	Providingandapplyingwaterproofingtreatmentusingacrylicpolymermodifiedcement basedwaterproofingcoatingwithfibreglassmeshmixingattherateofpowdertoliquid (2:1)byweightcovering9to10SquareMetre/Kilogramwithtwocoatusingapproved chemicals for masonry andconcrete surface by brush covering 7 years guarantee on Stamp Papers etc. complete.
216	Basement Floor
217	Ground Floor
218	First Floor
219	Second Floor
220	Third Floor
221	Fourth Floor
222	Fifth Floor
223	Sixth Floor
224	Seventh Floor
225	Eight Floor
226	ProvidingwaterproofbeddingforflooringofBathandWC25mmthickinC.M.1:3 including using approved water proofing compound in specified proportion as per manufacturers specifications for per bag of cement including leveling, curing and covering 10 years guarantee on court fee stamp paper of Rs.500/- including ponding test etc. complete
227	Basement Floor
228	Ground Floor
229	First Floor
230	Second Floor
231	Third Floor
232	Fourth Floor
233	Fifth Floor
234	Sixth Floor
235	Seventh Floor
236	Eight Floor
237	37a. Providing waterproofing in W.C. and bath including brick bat coba in all position including providingandlaying12mmbeddingincementmortor1:3onverginconcreteslabwith waterproofing compound @ 1Kilogram/per bag of cement laying brick bat coba ofrequired thickness in cm 1:5withwaterproofing compound1Kilogram/bag ofcement grouting and finishing the top layer with 20mm thick brick bedding in cm mortor 1:3 with waterproofing compound 1 Kilogram/per bag of cement and testing the treated portion for 48 hours by pond test and covering ten years\" guarantee on requisite stamp paper including curing etc. complete.
238	Basement Floor
239	Ground Floor
240	First Floor
241	Second Floor
242	Third Floor
243	Fourth Floor
244	Fifth Floor
245	Sixth Floor
246	Seventh Floor
247	Eight Floor
248	Providing cement based water proofing treatment to terraces (Indian water proofing or alike) with brick bats laid in required slope to drain the water for any span after cleaning the base surface. Applying a coat of cement slurry admixed with approved water proofing compound and laying the brick bats on bottom layer in C.M.1:5 admixed with approved water proofing compound filling up to half depth of brick bats, curing this layer for 3 days, applying cement slurry over this layer joints of brick bats with C.M.1:3 admixed with approved water proofing compound and finally top finishing with average 20 mm. thick layers of same mortar added with jute fiber at 1Kilogramper bag including finishing the surface smooth with cement slurry admixedwithapprovedwaterproofingcompound.Markingfinishedsurfacewithfalse squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for requiredheight,withdripmouldatthejunctionofplasterandparapetandcuringand covering10yearsGuaranteeagainstleakproofnessonCourtfeestamppaperofRs.500/- including ponding test etc. complete.
249	First Floor (Service Block Terrace)
250	Fourth Floor
251	Fifth Floor (Hospital & MLCP Terrace)
252	Sixth Floor
253	Seventh Floor
254	Eight Floor
255	Terrace Floor
256	Providing China Mosaic waterproofing overconcrete / plastered surface of sloped roof, horizontal, vertical, curved surfaces, rounded vatas,sharp corners, junctions etc., using broken pieces of mono colored approved qualityceramic tile laid over and including 20mm thick cement mortar 1.3 screed mixed with approvedwaterproofing compound @ 2% by weight ofcement, cost of all materials, labour, curing, breaking the tiles to the pieces of required size andshape, laying / fixing the tile pieces to the required line, slope, levels etc., providing extra screed as required for quick & easy flow of water, curing etc., at all heights including necessary scaffolding, cleaning the surface initially with saw dust and finally with acid all as per specifications etc. completed at all floors and heights as specified and directed by EIC.
257	First Floor (Service Block Terrace)
258	Fifth Floor (MLCP Terrace)
259	Terrace Floor(Hospital Terrace)
260	F. FLOORING WORK
261	Providing and laying telephone black/AmbaWhite/ Cadburybrown/Rubyred/ Ocean Brown granite stone of 18 to 20 mm thick fordoor frame/ dado/ window boxing etc.OnC.M.1:6 including filling joints with polymer base filler nosing/moulding thesharpedges wherever necessary, curing,etc. complete.
262	Basement Floor
263	Ground Floor
264	First Floor
265	Second Floor
266	Third Floor
267	Fourth Floor
268	Fifth Floor
269	Sixth Floor
270	Seventh Floor
271	Eight Floor
272	Terrace Floor
273	ProvidingandlayingAntiskid Ceramic tiles of approved qualityof size 30 cm x 30 cm and confirming to IS 15622-2006 (Group-B IIA) for antiskid flooring in required position laid on a bed of 1:4 cement mortar includingcementfloat,fillingjoint withcementslurrycleaningcuring etc. complete.
274	Basement Floor
275	Ground Floor
276	First Floor
277	Terrace Floor
278	Providingandlayingceramictilesof havingsize30cm.x30cm.andconfirmingto corresponding I.S. for dado and skirting in required position with readymade adhesive mortar of approved quality on plaster of 1:2 cement mortar including joint filling with white/ colour cement slurry cleaning curing etc. complete.
279	Basement Floor
280	Terrace Floor
281	Providingandlayinginposition flooringoftelephoneblack/ Amba White / Cat bary brown/ Ruby red/OceanBrowngranite stone of approved shade and size 18 mmto20mmthick onbed1:6 cementmortar includingcement floats strikingjoints, pointing inC.M. 1:3 curing and cleaning etc. complete.
282	Basement Floor
283	Ground Floor
284	First Floor
285	Second Floor
286	Third Floor
287	Fourth Floor
288	Fifth Floor
289	Sixth Floor
290	Seventh Floor
291	Eight Floor
292	Providingandfixingmachinecut machine polished 18 mm to 20 mmthicktelephone black / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone for treads and risers of steps and staircasesofapprovedcolourand shade withfullmoulding and three grooved line forthetreadsonbed of1:4Cementmortarincluding floatfilling jointswithneat cementslurrycuringpolishingand cleaningetc. complete.Ground Floor
293	Providing and laying vitrified mirror/ glossy finish tiles decorative type having size 590 mm to605mm x 590mm to605mm of8to10 mmthickness and confirming to IS.15622-2006 ( group Bla) of approvedmake,shadeandpattern forflooringinrequired position laid on a bed of1:4cement mortarincludingneatcement float,fillingjoints, curing and clearing etc. complete.
294	Basement Floor
295	Ground Floor
296	First Floor
297	Providing and laying vitrified mirror / glossy finish tiles having size 590 mmto605mmx590mmto605 mmof8to10mmthicknessand confirming to IS. 15622-2006 ( group Bla) of approved make, shade and pattern for dado and skirting in required positionfixed in1:4 cementmortarincludingneat cementfloat,fillingjoints,curing and clearingetc.complete
298	Basement Floor
299	Ground Floor
300	First Floor
301	Second Floor
302	Third Floor
303	Fourth Floor
304	Fifth Floor
305	Sixth Floor
306	Seventh Floor
307	Eight Floor
308	Providing and laying vitrified matt fininsh tileshaving size 590 mm to 605 mm x to 605 mm of8to10mmthicknessandconfirmingIS.15622-2006(GroupBla)ofapprovedmake, shadeandpatternforflooringinrequiredpositionlaidonabedof1:4cementmorar including neat cement float, filling joints, curing and cleaning etc. complete.
309	Basement Floor
310	Ground Floor
311	First Floor
312	Second Floor
313	Third Floor
314	Fourth Floor
315	Fifth Floor
316	Sixth Floor
317	Seventh Floor
318	Eight Floor
319	Providing and laying vitrified matt finish tileshaving size 590 mm to 605 mm x to 605 mm of8to10mmthicknessandconfirmingIS.15622-2006(GroupBla)ofapprovedmake, shadeandpatternfordadoandskirtinginrequiredpositionfixedin1:4cementmortar including neat cement float, filling joints, curing and cleaning etc. complete.
320	Basement Floor
321	Ground Floor
322	First Floor
323	Providing & fixing 4mm thick Vinyl sheet for flooring confirming to IS 3462-1986 of approved make & colour/pattern for Flooring in correct level / slope at all levels/heights as per architectural drawings and manufacturer\"s specifications & instructions. Vinyl shall be fixed with approved adhesive properly, avoid bubbles in flooring including cleaning the surface, pressing the vinyl by appropriate roller properly, cutting and filling/ welding the joints by approved and matching colour welding rod properlyetc. completed as per the instructions of the EIC. Joints shall be finished properly so that area shall look Continuously and joint less.
324	Basement Floor
325	Ground Floor
326	First Floor
327	Second Floor
328	Third Floor
329	Fourth Floor
330	Fifth Floor
331	Sixth Floor
332	Seventh Floor
333	Eight Floor
334	Providing & fixing 4mm thick Vinyl sheet for Skirting confirming to IS 3462-1986 of approved make & colour/pattern for Flooring in correct level / slope at all levels/heights as per architectural drawings and manufacturer\"s specifications & instructions. Vinyl shall be fixed with approved adhesive properly, avoid bubbles in flooring including cleaning the surface, pressing the vinyl by appropriate roller properly, cutting and filling/ welding the joints by approved and matching colour welding rod properlyetc. completed as per the instructions of the EIC. Joints shall be finished properly so that area shall look Continuously and joint less.
335	Basement Floor
336	Ground Floor
337	First Floor
338	Second Floor
339	Third Floor
340	Fourth Floor
341	Fifth Floor
342	Sixth Floor
343	Seventh Floor
344	Eight Floor
345	Providingandlayingmachinecut machinePolishedKotastone flooring 25mm to30mm thick and requiredwidthinplain/diamond pattern on bed of 1:6 C. M. including cement float, filling joints with neat cement slurry, curing, polishingand cleaning etc.complete.
346	Basement Floor
347	Ground Floor
348	First Floor
349	Second Floor
350	Third Floor
351	Fourth Floor
352	Fifth Floor
353	Sixth Floor
354	Seventh Floor
355	Eight Floor
356	Providingandlayingmachinecut machine polished machine cut Kota stoneslabs20to25mmthickfor treads and risers of steps and staircases,withroundednosingfor the treads onabedof1:4cement mortar including cement float, filling joints with neat cement slurry,curing,polishing and cleaning etc. complete.
357	Basement Floor
358	Ground Floor
359	First Floor
360	Second Floor
361	Third Floor
362	Fourth Floor
363	Fifth Floor
364	Sixth Floor
365	Seventh Floor
366	Eight Floor
367	Providing andfixing in required positionskirting or dado of polishedKotahStone slab25 mm to 30mm thickfixedonbase onplasterofcementmortar 1:4including cementfloat, filling joints with cement slurry, curing rubbing, polishing and cleaning complete.
368	Basement Floor
369	Ground Floor
370	First Floor
371	Second Floor
372	Third Floor
373	Fourth Floor
374	Fifth Floor
375	Sixth Floor
376	Seventh Floor
377	Eight Floor
378	Providingandfixingmachinecut mirrorpolished18mm to20mm thick telephoneblack granite / AmbaWhite/Catbary brown/ RBIred / Ocean Brown granite stonepartitionwithfullmoulding the edges etc.complete . Both side polish
379	Basement Floor
380	Ground Floor
381	First Floor
382	Second Floor
383	Third Floor
384	Fourth Floor
385	Fifth Floor
386	Sixth Floor
387	Seventh Floor
388	Eight Floor
389	Providing leather finished polishing to Granite Stone slab by continuous grinding in 4 coats of different bits to receive rough and matt finish including buffing process before laying and fixingofstoneasperdrawinganddesign,includingcleaning,washingandfinishingetc. complete.Ground Floor
390	Providing andconstructing granite kitchen / pantry platform withfixing of stainlesssteelsink 600 mm x 450mm size as per detaileddrawing including vertical bothside polishedkadappah stone 25 to 30 mm thick supports with kadappahtop 35 to 40 mm thick and polished granite 16 to 20 mm top with side strips of granite at front and both sides of platform raised with two verticalgranitesupports15cmheightandtopgraniteof75x40cmincludingcutting, opening for sink of required size in kadappah as well as granite etc. complete. (Platform top size 5.00 m x 0.60 m and height is 0.75 m)
391	Basement Floor
392	Ground Floor
393	First Floor
394	Second Floor
395	Third Floor
396	Fourth Floor
397	Fifth Floor
398	Sixth Floor
399	Seventh Floor
400	Eight Floor
401	Providing and fixing oval type under counter wash hand basin of 16 inch x 22 inch size and ofspecialcolourshadehavingtelephonicblack/colouredgraniteof180mm thickstone blackkadappaframeworkincludingchromiumplatedcouplingbottle-TrapusingCERA companyorequivalentovaltypawashbasinmodelno 3448asperdetaileddrawing oras directed by engg incharge etc complete. (Counter size 1.20 m x 0.60 m )
402	Basement Floor
403	Ground Floor
404	First Floor
405	Second Floor
406	Third Floor
407	Fourth Floor
408	Fifth Floor
409	Sixth Floor
410	Seventh Floor
411	Eight Floor
412	Providing and laying cement concrete flooring 50mm thick with M20 cement concrete laid to proper level and slope in alternate bays including compaction, filling joints, marking lines to give the appearance of tiles of 30cm x 30cm or other size laid diagonally/ square etc. finishing smooth (with extra cement) in any colour as directed and curing etc. complete.with Crushed sand VSI Grade
413	Basement Floor
414	Ground Floor
415	First Floor
416	ProvidingandlayinginsitucementconcreteM20withtremixtreatmentfor100mm thicknessforflooringwithgroovecuttingof4mmwideand20mm deepwithnecessary refilling with bitumenetc. complete.
417	Ground Floor
418	First Floor
419	Second Floor
420	Third Floor
421	Fourth Floor
422	Fifth Floor
423	Sixth Floor
424	Seventh Floor
425	Eight Floor
426	G. JOINERY AND METAL WORK
427	ProvidingandfixinginpositionGypsum boardfalseceilingwith12.5mm thickGypsum boards, screwed/fixedtotheunderstructureofsuspendedG.I.Gridconstructedand suspended from the main ceiling consisting of ceiling sections of size 25 x 50 mm maximum centertocenterdistanceof600milimetreperimeterchannelandintermediatechannelsat maximumcentertocenterdistance1200milimetregalvanizedgridshouldbefixedto reinforced cement concrete slab. The gypsum board should be fixed to galvanized iron grid with necessary screws.The boards should be taped and filled from underside to give smooth, seamless ceiling. The rate should include necessary additional ceiling sections and intermediate channels.Additional intermediate channels should be fixed to strap hangers for additional support to prevent strapping at every 1200 milimetre item to be completed inall respect including necessary sleeves for ducts finishing of joints cut outs, painting including labour, material, lifts etc. all complete
428	Basement Floor
429	Ground Floor
430	First Floor
431	Second Floor
432	Third Floor
433	Fourth Floor
434	Fifth Floor
435	Sixth Floor
436	Seventh Floor
437	Eight Floor
438	Providing and Fixing of Mineral Fibre SuspendedCeiling System with Bioguard(Bevelled Tegular)EDGETILESWITH 15mmExposedGRID.ThetilesshouldhaveHumidity Resistance (RH) of99%, LightReflectance 90%,Thermal Conductivityk =0.052-0.057 w/m K,ColourWhite,FirePerformanceUKClass0/Class1(BS476Part6and7), in module size of 600x600 x 16mm with Anti Microbial coating on the face of the tile, suitable forGreenBuildingapplication,withRecycledcontentof34%.Thetileshallbelaidon precoated G.I. channel onXL2 Clip havinga web height of 32 mm32 with 15 mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner and 1200mmCrossTeeswithawebheightof32mmandaloadcarryingcapacityof7.7 Kilograms/M2 and pull out strength of 100Kilograms. . The T Sections have a Galvanizing of 90 grams per M2 and need to be installed with Suspension systemThe Tile and Grid system used together should carry a 10 year warranty. products approved at GRIHA and BS 476 etc. complete.
439	Basement Floor
440	Ground Floor
441	First Floor
442	Second Floor
443	Third Floor
444	Fourth Floor
445	Fifth Floor
446	Sixth Floor
447	Seventh Floor
448	Eight Floor
449	METAL FALSE CEILING WITHOUT SUSPENSION SUPPORT FROM TRUE CEILING: Providing & fixing horizontal level suspended metal ceilings comprising of Metalworks F-H 600 Hook-on corridor system manufactured by Armstrong Ceiling Solutions with Rectangular panels made of 0.7mm thick Galvanised Steel (GI) of 120gsm, post coated to Global White colour, suitable for Interior applications and architectural finishes, double grid concealed system and butt joint panels. The panel width shall be 300mm, length ranging from 1500mm to 2660mm. General Specifications:Entire system to be designed for Interior applications, and concealed Grid, Butt joint panels. Panel Specifications: Material: The F-H 600 rectangular Hook-on panels to be made of galvanized steel (GI) of minimum 120gsm hot dipped galvanization (both sides included) as per IS 277 (2003), zero or minimum spangled, in minimum base material thickness of 0.7mm as per in IS:513 (1994). Dimensions: The panel Length varies between 1500mm to 2660mm, panel Width shall be 300mm. The dimensional tolerances for length shall be ±1.0m up to 1000mm L; ±1.5mm between 1001 to 2000mm L; ±2.0mm between 2001 to 3000mm L. The dimensional tolerances for width shall be ±0.5m up to 300mm W. Dimensional Tolerances for panel Thickness / panel width / panel length - to be measured in accordance with TAIM standards. Edge detail: the panels shall ha+A3ve Square Edge, with a 3mm(W) x 8mm(H) black foam gasket glued at the edges, typically on one long and one short side. All adjacent panels shall touch each other forming a butt joint and concealed grid visuals. Upturns: The short side of the panel shall have vertical upturns of minimum 30mm (H) and shall be bent appropriately bent as per the manufacturer’s specifications for providing hook-on ends. The long side shall have inside horizontal bends of 5-15mm for rigidity and vertical upturns of 40mm (for length ranging from 1251-2660mm).
450	Surface Finish: Plain: The panels shall be in plain unperforated finish (without any acoustical backing / felt). Colour and finishes: The panel surface shall be electrostatically powder coated (post coat) on visible side after mechanical production, using RoHS compliant powder, to achieve coating thickness ranging from 60-80µ and architectural quality finish. The powder coating shall pass Salt Spray Test for 750 Hours as per ASTM B117, QUV –A Test for 1000hours as per ASTM G-154 – (Cycle – 1) and Humidity test for 1000hours as per DIN 50017, 250 hours of condensation test (as per DIN 50017 or DIN EN ISO 6270-1 Norms), UV resistance of 500 hours and 50% gloss retention (as per ASTM G 154 UVB-313 Norms). The powder coating shall have an adhesion of GT0 as per EN ISO 2409. The shade variation across batches shall be delta E (∆e) <1 measured using Excite/BYK Gardner instrument and gloss level of 25±5% at 60˚ as per ASTM D523.The colour / shade to be Global White (Polyester for Interior) as approved by the Architect or Engineer-in-charge. Surface Protection: The visible panel surface shall be protected using a guard film made of LDPE of 50µ thickness, having appropriate surface adhesion (or tackiness) corresponding to surface gloss level. Light reflectance: The panel shall have a Light Reflectance of ≥ 63% in accordance to ASTM 1477-98. Flatness and Sag limit: Panels shall be flattened by precision leveller to minimize sag to less than Length/400mm.
451	The difference between the two diagonal dimensions of the panel to be less than 1mm. The sag to be measured at the center in accordance with TAIM standards. Access and Plenum space: The panels to be Fully Accessible, with system height of 98mm, and would require a plenum height of a minimum 450mm clear space from bare ceiling / rigid structure for installation. Packaging: The Panels shall be packed in wooden crates of appropriate dimensions based on panel sizes. The wooden planks for rates shall have thickness of approx.15mm, width of around 4” and gap between two planks around 3”. Crates to have layer separators of 1” x 2” dimensions to prohibit load transfer on bottom panels, and the crates lifting to be 2way or 4way. The bottom of crates shall be completely closed, and the panels kept inside shall have cushioning of corrugated sheets or other appropriate material. Installation Specifications: Primary and secondary runners Installation: U-Profiles, spaced at 1200mm, to be suspended from ceiling using clamping brackets and threaded rods OR hanger wires. Hanger wires must be wrapped tightly with 3 full wraps. The J-Bars (directional) shall intersect the U-profile at 90° at every module dictated by the panel length. The J-Bar is connected to the U-profile with a J-Bar hanger and secured to the matching square U-Profile slots using plug-in clips. Self-tapping screws to be used when square U-Profile slots do not match the hangers. The U-profiles and J-Bars be fastened to two adjacent walls using the wall anchor and bolts. U-Profiles and J-bars to be at a maximum distance of 450mm (max.) to a perimeter wall or outside edge of a floating module.
452	To join two pieces of continuous U-profiles and J-Bars, a U-Profile splice and J-Bar splice to be used respectively. Panel Installation: Full size metalworks R-H 200 panels (directional) to be hooked on to the J-Bars (in accordance with the shop drawings) along the short side (typical) to cover the span / width of the corridor. Field-cut Panels: Perimeter panels that require field cutting to fit on a wall trim option must have a minimum of 12mm edge resting on the horizontal surface of the wall moldings. Wall Moldings: 19x19 wall angle to be fastened to the perimeter using screws, at every 450mm to 600mm L. Warranty: The Tile & Grid system used together shall carry a 10 year warranty against manufacturing defect and manufacturer shall provide a warranty certificate. The Tile & Grid shall have the manufacturers name embossed/printed on it. The supply shall be backed by a Manufacturing Test Certificate.
453	Ground Floor
454	First Floor
455	Second Floor
456	Third Floor
457	Fourth Floor
458	Fifth Floor
459	Sixth Floor
460	Seventh Floor
461	Eight Floor
462	Providingandfixingfalseceilingwitheco-friendlylight-weightcalciumsilicatetilesof spintone surface texture aerolite make or equivalent of size 595mm x 595mm having 15mm thickdensifiedmicrolookedgeand100%humidityresistanceincombustibleasperBS 46part IV and thermal conductivity 0.043 w/m 0 KC and NRC 0.50 placed in true horizontal levelsuspendedgridofsize600x600mmmadefromhotdippedG.I.steelsectionsion silhouette profile, rotary stitched double webbed white with 6mm reveal profile (white/black), wherein, mainT runner of size 42mmx14mm between main tee 600mm center-tocenter and secondary cross T of size 33x14x0.43mm thick of length 600mm long spaced inter-locked at middleofthefirstcrossedTineachpaneltoformgridof1200mmx600mmrestingon peripherywallProfilewallsection19mm (7+7)x19mmx0.40thicknessesandlayingfalse ceiling forservices like diffusersgrillsincluding cutting,making opening forlightfittings, fixtures,,smoke detectorsetc.,whereverrequired. MainT runnerssuspendedfrom ceiling with using G.I. soffit cleats of size 25x35x1.6 mm of required length fixed to the ceiling with 6mmdiaand 50mmlongdash fastener,4mmdiaG.I. adjustablerods with powder- coated/goodqualityG.I.leveladjustmentclipsof35x35x0.8mmspaced@1200,center-to- center along main T all complete at all heights as per the specifications, drawingsetc. complete
463	Basement Floor
464	Ground Floor
465	First Floor
466	Second Floor
467	Third Floor
468	Fourth Floor
469	Fifth Floor
470	Sixth Floor
471	Seventh Floor
472	Eight Floor
473	Providingandfixingframewith/ withoutventilatorofsizeas specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mmx40mmx5mmwithoil painting, etc. complete
474	Basement Floor
475	Ground Floor
476	First Floor
477	Second Floor
478	Third Floor
479	Fourth Floor
480	Fifth Floor
481	Sixth Floor
482	Seventh Floor
483	Eight Floor
484	Providing & fixing factory-made Single leaf 2 hour fire rated dooras per IS 3614 Part 2 & BS 476 Part 20 & 22, tested to UL 10 C and conforming to NFPA 80 , tested at NTL /CBRI/ARAI of Plain Steel finish type with a.) Frame of size 143x58 mm and thickness of 1.6 mm thick skin pass galvanized iron sheet (Conform to IS 277 ) formed to single or double rebate profile b.) Shutter of 46 mm thickness and constructed from 1.2 mm thick skin pas galvanized iron sheet (Conform to IS 277) infill Rockwool / Mineral wool/ Honey comb craft paper c.) Vision glass of 5mm thick clear/wired glass Circular or Rectangular d.) Finish : Primed with zinc phosphate stoving primer and finished with Polyurethane aliphatic grade or epoxy paint as required of thickness 60 micron e.) Accessories : Min 8 Anchor fastener of HILTI make, min 3 SS Ball Bearing Butt Hinges, Mortise sash lock with lever handle, Mortise dead bolt , Mortise latch , Door closer , Panic bar and external trim lock and Flush bolts complete.
485	Basement Floor
486	Ground Floor
487	First Floor
488	Second Floor
489	Third Floor
490	Fourth Floor
491	Fifth Floor
492	Sixth Floor
493	Seventh Floor
494	Eight Floor
495	Terrace Floor
496	64a. Providing & fixing factory-made Single / Double leaf 2 hour fire rated dooras per IS 3614 Part 2 & BS 476 Part 20 & 22, tested to UL 10 C and conforming to NFPA 80 , tested at NTL /CBRI/ARAI of Plain Steel finish type with a.) Frame of size 143x58 mm and thickness of 1.6 mm thick skin pass galvanized iron sheet (Conform to IS 277 ) formed to single or double rebate profile b.) Shutter of 46 mm thickness and constructed from 1.2 mm thick skin pas galvanized iron sheet (Conform to IS 277) infill Rockwool / Mineral wool/ Honey comb craft paperc.) Finish : Primed with zinc phosphate stoving primer and finished with Polyurethane aliphatic grade or epoxy paint as required of thickness 60 micron e.) Accessories :Anchor fastener of HILTI make, SS Ball Bearing Butt Hinges, Recessed Oval flush pull handle & L-key lock (as per approved make) complete.
497	Basement Floor
498	Ground Floor
499	First Floor
500	Second Floor
501	Third Floor
502	Fourth Floor
503	Fifth Floor
504	Sixth Floor
505	Seventh Floor
506	Eight Floor
507	Terrace Floor
508	Providing, erecting & fixing 45 mm thick Double LeafSolid Core Flush door shutter and framehaving fire rating provision finished with Both side 1mm thk laminate of approved quality, colour, type, pattern on both sides, including providing & fixing 12 mm thk Teak wood lipping all around shutter as well asteak wood architrave at outer side of the door frame as shown in drawing providingwater cut enamel paint of approved colourto door frame, architrave & shutter with all necessary consumables viz. adhesive, necessary hardware, necessary beads molding, lipping, fastenings, etc. completed at all floors and heights as specified and directed by EIC. (Rate including Fittings & Fixtures )(Door shutter120 min fire rated )Fittings & Fixtures as per approved makea, SS Satin finish Hinges - 8 Nos. b, 20mm dia, 150mm long lever handle in SS finish (as per approved make)c, Hold open type door closer on 3/4th shutter (as per approved make)d, 250 mm Long Tower Bolt (12\") from inside with SS finishe, Mortice dead lock package- full cylinder lock (45mm) on outer side & thumb turn on inner side (as per approved make)f, 300mm long concealed type tower bolt on 1/4th shutter (as per approved make)
509	Basement Floor
510	Ground Floor
511	First Floor
512	Second Floor
513	Third Floor
514	Fourth Floor
515	Fifth Floor
516	Sixth Floor
517	Seventh Floor
518	Eight Floor
519	Providing, erecting & fixing one side openable clean room double/single door for OT room of GI powder coated frame size frame to frame 2400 x 1500 x 80/50 mm. technical specification, both side powder coated sheet of 0.8 mm thickness in side puff in filled materials density 40-42 kg/cubic meter. view glass provition as per choice, including door accessories: door closer, handle ,kike plate ,push plate and dooretc. completed at all floors and heights as specified and directed by EIC.Second Floor
520	Providing, erecting & fixing 35 mm thick Double LeafSolid Core Flush door shutter and frame finished with Both side 1mm thk laminate of approved quality, colour, type, pattern on both sides with Vision Panel, including providing & fixing 12 mm thk Teak wood lipping all around shutter, providingwater cut enamel paint of approved colourto door frame & shutter with all necessary consumables viz. adhesive, necessary hardware, necessary beads molding, lipping, fastenings, etc. completed at all floors and heights as specified and directed by EIC. (Rate including Fittings & Fixtures )Fittings & Fixtures as per approved makea, SS Satin finish Hinges - 8 Nos.b, Push-plate - 150mm wide push plate in SS finish (as per approved make)c, Kick-plate - 150mm wide kick plate in SS finish (as per approved make)d, 20mm dia, 300mm long pull handle \"D\" Type in SS finish (as per approved make)e, Mortice dead lock package (45mm)- full cylinder lock on one shutter (as per approved make)f, 300mm long concealed type tower bolt on other shutter (as per approved make)g, Floor spring (as per approved make)
521	Ground Floor
522	First Floor
523	Second Floor
524	Third Floor
525	Fourth Floor
526	Fifth Floor
527	Sixth Floor
528	Seventh Floor
529	Eight Floor
530	Providing, erecting & fixing 35 mm thick Single LeafSolid Core Flush door shutter with Marine Ply finished with Both side 1mm thk laminate of approved quality, colour, type, pattern on both sides, including providing & fixing 12 mm thk Teak wood lipping all around shutter as per drawing providing water cut enamel paint of approved colour & shutter with all necessary consumables viz. adhesive, necessary hardware, necessary beads molding, lipping, fastenings, etc. completed at all floors and heights as specified and directed by EIC. (Rate including Fittings & Fixtures )Fittings & Fixtures as per approved makea, SS Satin finish Hinges - 4 Nos. b, 20mm dia, 150mm long lever handle in SS finish (as per approved make)c, Mortice lock- emergency release with in & out indicator in SS finish (as per approved make).
531	Basement Floor
532	Ground Floor
533	First Floor
534	Second Floor
535	Third Floor
536	Fourth Floor
537	Fifth Floor
538	Sixth Floor
539	Seventh Floor
540	Eight Floor
541	67a. Providing, erecting & fixing 35 mm thick Single LeafSolid Core Flush door shutterwith Both side 1mm thk laminate of approved quality, colour, type, pattern on both sides, including providing & fixing 12 mm thk Teak wood lipping all around shutter as per drawing providing water cut enamel paint of approved colour & shutter with all necessary consumables viz. adhesive, necessary hardware, necessary beads molding, lipping, fastenings, etc. completed at all floors and heights as specified and directed by EIC. (Rate including Fittings & Fixtures )Fittings & Fixtures as per approved makea, SS Satin finish Hinges - 4 Nos. b, 20mm dia, 150mm long lever handle in SS finish (as per approved make)c, Mortice dead lock package- full cylinder lock (45mm) on outer side & thumb turn on inner side (as per approved make)d, 300mm long concealed type tower bolt (as per approved make)
542	Basement Floor
543	Ground Floor
544	First Floor
545	Second Floor
546	Third Floor
547	Fourth Floor
548	Fifth Floor
549	Sixth Floor
550	Seventh Floor
551	Eight Floor
552	Providing and fixing rolling shutter fabricated from steel laths of minimum thickness 0.9 mm with lock plate of 3.15 mm thickness reinforced with 35 x 35 x 5 mm angle section fitted with sliding bolts and handles for both sides, deep M.S. channel section of depth and thickness not less than 65 mm and 3.15 mm respectively with hold fast arrangements, M.S. Bracket plate 300 x 300 x 3.15 mm minimum size and shape with square bar, suspension shaft of minimum 32 mm diameter, hood cover of M.S. sheet not less than 0.9 mm thickness and of any size at top and safety devices including mechanical gear operation arrangement consisting of worm gear wheels and worms of high grade cast iron or mild steel and one coat of red lead primer etc. complete. (I.S. 62481979) (With mechanical gear)Ground Floor
553	H. PAINTING WORK
554	Providing andapplying impression24carratLuxurypaint of approved make &approved brandEmulsion paint to interior walls and ceilings of approved quality,colourandshadetonew surface in two coats, including subsurfaceprparationbyAcrylic puttyandAcrylic primer coats including scaffolding, preparing the surface. etc. complete(Low VOC).
555	Basement Floor
556	Ground Floor
557	First Floor
558	Second Floor
559	Third Floor
560	Fourth Floor
561	Fifth Floor
562	Sixth Floor
563	Seventh Floor
564	Eight Floor
565	Terrace Floor
566	Providing and applying Acrylic Based External Texture Paint of Sherwin williams/ Asain or any other approved equivalent make, color & texture to external surface as per manufacturer\"s specifications and instructions. The surface shall be thoroughly cleaned off all mortar dropping, dirt dust, algae, fungus or moth grease and other foreign matter of brushing and washing ,pitting in plaster shall make good surface imperfections such as cracks , holes etc. should be repaired using white cement. Approval of the prepared surface to be obtained before commencement of painting work. P/a 2 mm thick synthetic plaster in approved texture and applied the approved color Paint with a brush on the texture in two coats over one coat of primer .Horizontal strokes shall be given , first and vertical strokes shall be immediately afterwards. This entire operation will constitute one coat. The surface shall be finished uniformly including scaffolding, labour, material and necessary painting apparatus, finishing and cleaning etc. completed as specified and as directed by EIC. at all heights and levels.
567	Ground Floor
568	First Floor
569	Second Floor
570	Third Floor
571	Fourth Floor
572	Fifth Floor
573	Sixth Floor
574	Seventh Floor
575	Eight Floor
576	Terrace Floor
577	Providing and applying two coats of water proof cement paint of approved manufacture and of approved colour to the plastered surfaces including scaffolding if necessary, cleaning and preparing the surface, watering for two days etc.complete.
578	Ground Floor
579	First Floor
580	Second Floor
581	Third Floor
582	Fourth Floor
583	Providing and applying white-wash in two coats on old / new plastered or masonry surfaces and asbestos cement sheets including scaffolding and preparing the surface by brushing and brooming down etc. complete.
584	Basement Floor
585	Ground Floor
586	First Floor
587	Second Floor
588	Third Floor
589	Fourth Floor
590	Fifth Floor
591	Sixth Floor
592	Seventh Floor
593	Eight Floor
594	Terrace Floor
595	I. MISCELLANEOUS WORK
596	Providing expansion joints in R.C.C. framed structure (at floor level) with premoulded filler 25 mm thick and 3 mm thick aluminium plate as required, bitumen poured filler and fixing T.W. battens on rear faces etc. complete as directed.
597	Basement Floor
598	Ground Floor
599	First Floor
600	Second Floor
601	Third Floor
602	Fourth Floor
603	Fifth Floor
604	Sixth Floor
605	Seventh Floor
606	Eight Floor
607	Providing expansion joints in R.C.C. framed structure (interior column)with plain premoulded filler 25 mm thick including fixing T.W. battens on both faces and finishing as directed etc. Complete.
608	Basement Floor
609	Ground Floor
610	First Floor
611	Second Floor
612	Third Floor
613	Fourth Floor
614	Fifth Floor
615	Sixth Floor
616	Seventh Floor
617	Eight Floor
618	Providing expansion joints in R.C.C. framed structure (at terrace level) with premoulded filler 25 mm thick and3 mm thick aluminium plate as required, bituminous pouredfiller, fixing lead, flashing on upper side and T.W. battens on inner face finishing etc. Complete as directed.Terrace Floor
619	Providingexpansion jointsin R.C.C.framed structure(exteriorColumns)with plain premouldedfiller25mmthickand3mmthickalluminiumplate,holdfast,fixingT.W. battens on internal face, finishing etc. complete as directed.
620	Ground Floor
621	First Floor
622	Second Floor
623	Third Floor
624	Fourth Floor
625	Fifth Floor
626	Sixth Floor
627	Seventh Floor
628	Eight Floor
629	Supply and installation of cubicles of width and depth as per Athena Lite- SS Series Cubicles- Std Sizes (W x D x H): 900 mm x 1550 mm x 2105 mm, (Height is including 100 mm gap from bottom, Door Width- 600 mm specifications/ site drawings). Cubicle height to be 2105 mm. Made from solid grade compact high pressure laminate as per IS:2046 and EN-438 manufactured under high specific pressure > 5 MPa and temperature >120°C, All doors will be of single colour and made of 12 mm thick Merino HPL compact panel. The doors will have chamfered edges. Each door will be supported by 3 stainless steel made hinges affixed to the pilasters. Size of panels to be as per drawing. HARDWARE & ACCESSORIES are H shaped (Top) head frame structure made of extruded Aluminium grade 6063 T5-50 micron epoxy powder coated for surface protection, Size to be 125x70x5T.Corner joinery section, Size to be 40x16.5x1.8T. U-Channel Wall joinery section,Size to be 22x16x1.6T. Door stopper section, Size to be 21x12.5x1.6T. Spring loaded Butt Hinges made from Stainless steel grade 304. Surface finish to be matt type. Covers to be lacor coated.etc complete.
630	Basement Floor
631	Ground Floor
632	First Floor
633	Second Floor
634	Third Floor
635	Fourth Floor
636	Fifth Floor
637	Sixth Floor
638	Seventh Floor
639	Eight Floor
640	Providingstructuralsteelworkin hollowsectionofvarious thicknessandsizesin square, rectanularandroundshapefrom 25mm to 450mmsection as per IS 4923 YST 310 Grade produced from iron ore and blast furnace route etc. as per detailed designs and drawingorasdirectedincluding cutting, fabricating, hoisting, erecting, fixing in position, makingriveted/bolted/welded connections and painting complete.
641	Basement Floor
642	Ground Floor
643	First Floor
644	Second Floor
645	Third Floor
646	Fourth Floor
647	Fifth Floor
648	Sixth Floor
649	Seventh Floor
650	Eight Floor
651	Terrace Floor
652	78a. Providing and fabricating structural steel work in rolled sections like joists, channels, angles, teesetc.asperdetaileddesignanddrawingsorasdirectedincludingcutting,fabricating, hoisting,erecting,fixinginpositionmakingriveted/bolted/weldedconnectionswithout connecting plates, braces etc. andincluding one coat of anticorrosive paint andover ittwo coats of oil painting of approved quality and shade etc. complete.
653	Basement Floor
654	Ground Floor
655	First Floor
656	Second Floor
657	Third Floor
658	Fourth Floor
659	Fifth Floor
660	Sixth Floor
661	Seventh Floor
662	Eight Floor
663	Terrace Floor
664	Providing and fixing 40mm diameter and 1.5 mm thick Stainless steel hand railing in S.S.304 Gradeincludingfabricating,fixtures,errecting,necessarywelding,grinding, finishing, buffing to stainless steel pipe etc. completeGround Floor
665	Providing & laying POP of sufficient thickness over plastic sheets as a protective layer for flooring during the work including all maintenance, p/l plastic sheets, removing & disposing POP after the use, cleaning, etc. complete at all floors & as directed by the EIC.
666	Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015).
667	Ground Floor
668	First Floor
669	Second Floor
670	Third Floor
671	Fourth Floor
672	Providing and fixing car parking areacolumn rubber guard / PVC - Acrovyn Corner Guards Size 100 x 100 x 8mm x800 mm length and materialapproved by architectsas direction of EIC.
673	Providing and fixing convex mirror Size 32\" dia materialapproved by architectsas direction of EIC.
674	Providing and fixing Rumbler Strips(Ramp area 1.5 mc/c) Size 100 mm wide x 25 mm height x 1000 mm Length) materialapproved by architectsas direction of EIC.
675	Providing and fixing Speed breakers Size 350 x 500 x 50 mm materialapproved by architectsas direction of EIC.
676	Dismantlingbrickmasonryinlimeorcementmortarandstackingthematerilsasdirected with all leads, lifts etc.
677	Dismantling the R.C.C. Work 1:2:4 and sorting out the materials such as steel etc. as directed and stacking them within the specified lead as directed etc. complete.
678	Cutting down trees including trunks and branches with girths above 90cm to 180cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any.
679	Cutting down trees including trunks and branches with girths above 180cm to 270cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any.
680	Cutting down trees including trunks and branches with girths above 270cm to 450cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any.
681	Cutting down trees including trunks and branches with girths above 450cm and stacking the materials neatly with all lifts and lead of 1000m. as directed and earth filling in the depression/pit if any
682	Transplantation of trees (of various girth and heights as per survey drawings) including excavating the ground in the earth / murum / sand to the desired location, with required machinery. Tree to be lifted with roots & replaced in fresh soil. Making trench at suitable distance away from the stem based on age of the plant in a circular fashion to a sufficient depth to remove the ball of earth & applying fungicide on cut portion.
683	J. SITE DEVELOPMENT WORK
684	Excavation forroadwayinearth, soil of all sorts, sand,gravel orsoft murumincludingdressing section totherequiredgrade,camberand side slopes and conveying the excavated materialswithalllifts uptoaleadof50m.andspreading forembankmentorstackingas directed.
685	Supplyinghardmurum/kankarat theroadsite,includingconveying andstackingcomplete.
686	Spreading hardmurum/soft murrum/gravelorkankarforside width complete
687	Compactingthehardmurumside widthsincludinglayinginlayers on each side withvibratoryroller including artificial watering etc. complete.
688	Constructionofgranularsub-base by providing close graded Material,mixingina mechanical mix plant at OMC, carriage of mixedMaterialtoworksite, spreading inuniform layers with motorgrader/Paveronprepared surfaceandcompacting with vibratoryroller toachievethe desired density, complete as per clause 401-- PlantMixMethod and Grading - I Material
689	Constructionofgranularsub-base by providing close graded Material,mixingina mechanical mix plant at OMC, carriage of mixedMaterialtoworksite, spreading inuniform layers with motorgrader/Paveronprepared surfaceandcompactingwith vibratoryroller toachievethe desired density, complete as per clause 401-- PlantMixMethod and Grading - II Material
690	ProvidingandlayingCastinsitu/ReadyMixcementconcreteM-25oftrap/granite/quartzite/gneissmetalforR.C.C.workinfoundationslike raft,strip foundations,grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water,Steel centering,formwork,coverblocks,laying/pumping,compactionandcuring roughening the surface if special finish is to be provided (Excluding reinforcement and structural steel) etc. complete, with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade)
691	ProvidingandlayingCastinsitu/ReadyMixcementconcreteinM-25oftrap/granite/ quartzite/gneissmetalforR.C.C.pardi / SWD wallofrequiredthicknessincludingsteelcentering, formwork, cover blocks, laying/pumping,compacting and roughening them if special finish istobeprovidedandcuringcomplete.(Excludingreinforcementandstructuralsteel).with fullyautomaticmicroprocessorbasedPLCwithSCADAenabledreversibleDrumType mixer/concreteBatchmixplant(Panmixer)etc.complete.Withfineaggregate(Crushed sand VSI Grade)
692	Providing and fixing heavy duty inter locking concrete Rubber mould glossy paving blocks of 80 mm thickness of having a strength of 400 Kilogram/Sq.cm. of approved quality and shape on a bedof crushedsand of 25 to 30 mm thick including skirting jointsandcleaning etc. complete. (using 100% crushed sand)
693	Providing and laying in-situM35 Grade unreinforced plain cement concretepavementwith max 20% fly Ash ( Fly-ash upto 20% by weight of Cement) over a prepared sub base with 43 grade cement , coarse and fine aggregate ( natural sand/ VSI grade finely washed crushed sand) conforming to IS 383, using fine and coarse aggregates combined gradationas per Table 600-3 of MORTH Specification 2013, mixed in a Tilting type Concrete Mixer as per approved mix design, admixtures, spreading, laying compacting and finished in a continuous operation without paver machine, finishing to lines and gradesas directed by Engineer-in-charge and curingby curing compound /by providing cement vata in cement Mortar 1:8 @0.6m X 0.6m centre to centre, admeasuring 80 mm at bottom and 40 mm at top withdepth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.
694	Providing and fixing in position TMT FE 500, 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 60 cms. Long and at 30.00 cm. C/C and wherever directedincluding handling, straightening, necessary cutting supported by TMT FE 500, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete.
695	Providing and fixing in position TMT FE 500, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 70 cms.long and at 30.00 cm. C/Cand wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT FE 500, chairs with proper alignment etc. complete.
696	Providing and laying concrete pipes of I.S.NP. class of 300mm diameter in proper line, level and slope including necessary collars, excavation, laying, fixing with collars in cement mortar 1:1 and refilling the trench complete.
697	Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 450mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
698	Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 600mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
699	Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 800mm diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing etc. complete.
700	Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter ( as per IRC 86 1983) embedded 125mm below ground level over M-10 PCC finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff any where in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant
701	Providing and fixing reinforced cement concrete cover of size 90 cm x 45 cm with frame over inspection chamber etc. complete. Heavy duty (225 Kilogram)
702	Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete( Material obtained from Other sources)
703	Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50x 50 mm, 8 gauge thick and fixed 75 mm above ground level on vertical M.S. Angles of 40 x 40 x 6 mm size, includind excavating pits for foundation and embedded in C.C. block of 1:4:8 mix of size 450 x 450 x 670 mm. at 1.75 M. c/c with iron bar 16mm dia as hold fast including welding link with angle frame at 30 cm c/c with nuts and bolts and horizontal M.S. Angles at top andbottom of 25 x 25 x 5 mm size andvertical M.S. flat 35 x 5 mm and25 x 5mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete.
704	Supplying on site fresh Garden soil (free from stones rubbish like dried grass roots, other such materials) for excavation area of depth of 30 cms.( consolidatedthickness).(Asper P&G DSR2022-23Itemsofgardenwork,Sr No.36a)
705	Supplying on site well decomposed FarmYardManureforexcavation areaofdepthof30cms.( consolidatedthickness).(Asper P&G DSR2022-23Itemsofgardenwork,Sr No.36b).
706	Providing on site required variety of Shrubs(freefromweeds/diesease etc.)30cms.apartc/c.Name:- Murraya(Kamini);Bag Size 7\"\" x 8\" (plants list) 1(a) serial no 15
707	Excavation for planting lawn/ shrub/ flowerbed/hedges/edges/canna bedinearth,soilofalltypes,soft murum, including removing the excavated material upto a distance of 50 mtrs. for a depth of 30 cms.(
708	Fillingfreshgardensoil/silt& manureinexcavatedareaofdepth 30cms.(1/10of unskilled labour)(As per P&G DSR 2022-23 Items of garden work,Sr No.13)
709	Providing on site well established (free from weeds /diesease etc.) ready to fix lawn turf in slabs/ rolls of required variety as directed .(As per P&G DSR 2022-23 Items of garden work,Sr No.47)
710	Maintainance of Newly Developed lawn(Instant Lawn) Area. For First 30 days Only (As per P&G DSR 2022-23 Items ofgarden work,Sr No.29)
711	Mixinggardensoil/silt&manure thoroughlywell,wateringprevious night. Planting reqired plant species, lawn grass as directed etc. complete for required depth 30 cms. for plantinglawn/shrub/flowerbed/ hedges/edges/cannabed/ground cover. (1/10 of semiskilled labour)(AsperP&GDSR2022-23 Items of garden work,Sr No.23)
712	MaintainanceofNewlyDeveloped ShrubsArea. For First 30 days Only (As per P&G DSR 2022-23 Items of garden work,Sr No.31)
713	Providing on site required variety of Tree (free from weeds /diesease etc.)30cms.apartc/c.Name:- Bahava;Bag Size 13 x13\"\", ht 6- 8\"(plants list sr no1,item no 5B)
714	Excavationpitsize0.60x0.60x 0.60m for planting small & medium ornamentalplants/largeflowering/ shadytrees(plantheight1to2 mtr.)/ palm varieties upto height 1 to 2 mtrs. in earth, soil of all types, soft murum, including removing the excavated&unwantedmaterialup toarequireddistanceof50mtrs. (As per P&G DSR 2022-23 Items of garden work,Sr No.11)
715	Maintainance of Newly Planted tree varities having height 1mtr. -2mtr. For First 30 days Only(AsperP&GDSR2022-23 Items of garden work,Srs No.34)
716	K. Façade & Canopy Work
717	General Notes:Supply & fixing in position at all floors integrated colour SDPC 60-80 microns (as approved by architect) mattfinishedaluminiumworkworkfordoor,window, glazing.louver with extruded built-up standard sections of Jindal/ Gujarat Aluminium or other approved make conforming IS: 733 & IS: 1285 fixingwith mechanicalfastenersofrequiredsize,includingfillingupthe gapsatjunctionsi.e.top,bottom&sideswithrequiredEPDM rubber/neoprene /weather sealantetc.Aluminiumsection shall besmooth,rustfree, straightand jointedmechanically wherever required, including cleat angle, aluminium snap beading for glazing / panelling, stainless steel screws all complete.The Aluminiumconsisting offollowings describedas \"under:-All fixingshall beconcealed. The finishes of the articles shall be as per architect\"s approval.EPDM / Neoprene purpose made beading shall be provided.Aluminium sections shall be T6 6063 alloyFixing shall be with SS screws.All sections shall be extruded.All beading shall be snap on type.Glazing beading shall be from inside only.Minimum thickness of glass shall be 6mm when not specified.Anti-lifting device and rattlepad\"Bottomrailshallbewithselfdrainingguttersectionunlessnoted otherwise.\"Rollers as per approved make listConcealed locking arrangement.In louvered windows, extruded sections only shall be used.
718	Allfittingandfixturessuchasleverlocks,handles,hinges, concealed tower bolts, door closer etc. shall be suited to sections andbeofapprovedmake.Theyshallbefinishedinmatching coating or as approved. All casement windows shall have restrictor to restrict the opening of the window.Supplyandfixingofaluminiumworkshallbe carriedoutfrom \"approved agency. No separate payment shall be made for fittings such as locking arrangement, hinges, friction hinges, fittings and fixtures, gasket, fasteners, silicon restrictor, floor spring, anchors, handles, door closure, door stopper etc, Tenderer are required to consider the cost of all fittings, fixtures, locking arrangement, handles, peg stays, haslets, screws, hinges, fasteners etc while quoting the rate for unit weight of aluminum sections for window / door or even in SqmtPrior to start of work supplier shall submit detailed full scale Shopdrawingsincludingplan,elevationanddetailoffixingwith structural calculation for approval of the EIC. Samples of each item on full scale orsmallerscale asdirectedbythe EIC shallbe submitted for approval.Work shall proceed only on approval of shop drawing, samples of each extruded section, neoprene beading, gaskets, wool pile, fittings and fixtures by the EIC in writing.Elements have to be produced according to the measurement. WIND LOAD =2 Kpa, as verified with IS-875, Part-III
719	Lower Floor Glazing - Wind Pressure 1.7 kpa
720	Curtain wall GlazingDesign, Fabricate, deliver (to job site) and installstructurally glazed system semiunitised glazing. The system to be pressure equalized, ventilated and drained. The mullion and transom should be made of Aluminium Alloy 6063 T6 with a face width of 52 - 65mm.Gap between the transom and mullion surface at the intersection would not be acceptable. The system should have a continuous base transom with suitable continuous EPDM base gasket. The system must be Non-insulated/ thermally insulated(if required as per tender) self-supporting aluminum façade system, with mullion/transom construction for multi-story façades with an internal and external face width of 52-65 mm. The system should accommodate 28mm DGU (6mm Heat strengthened glass + 16mm Airgap + 6mm FT glass) All exposed profiles should be SDPC to a minimum of 60 -80 mircons . All anchor fasteners to be made of SS 304 grade. All shims to be capable of transferring the load evenly and made of a suitable material (GI, Teflon etc) capable of lasting the life span of the system. All miscellaneous items to complete the system and make the system air tight and water tight such as peripheral sealants, backer rods, flashing, fasteners, brackets etc to be included in the rate.Glass:The glass panels to be glazed to an outer support frame with two part structural sealant make double adhesive tape along with application of weather sealant wherever applicable with all approved standard accessories and hardware. The outer frame will be fixed adapted profiles to the main frame. Silicone specifications are highlighted in the specifications manual. (Cost includes System with glass)
721	Ground Floor
722	First Floor
723	Second Floor
724	Third Floor
725	ACP at Spandrel Location4mm ACP FR b1 (0.5mm coil + 3 mm Mineral Core + 0.5mm Alum coil). The rate includes the aluminium runners and cleats with non staining silicon All anchors shall be SS 304. The system which is non visible shall be cromotised (Stone finish as per archiect\"s intent)
726	Backpan Insulation1.2 mm GI sheet + 48kg/m3 insulation glass woolwith black veil
727	Fire Stop Smoke Seal by certified supplierProviding & fixingrock wool (Density:100 kg / m3 min 100mm thk, according to suppliers recommendation) insulation of approved sample / make with intumescent sealant on top of it enclosed by a 2mm thk. G.I. sheet support with SS 316 screws. The system shall have a Z Clip of 100mm of 1.5mm thick at every c/c 300mm to hold the insulation in place . The top layer shall have a layer of Intumescent Sealant as approved by manufacturer .The whole system should be certified by the manufacturerThe whole assembly will have a top GI cover of 2mm
728	Top Hung windows:Providing and fixing top hung openable window, ventilator shutters and partitions or stand aloneetc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . Openable Tophungwindowsincluding operatinghardware and restrictor ofmakeSecuristyle/cotswoldorasapproved byEngineer-in-charge liketwo /fourpointlockingarrangements withhandle, selfbalancingfrictionstay, fasteningkitsrod ends, restrictors wedge at top etc all complete. Contractor to consideraluminium section requiredhardwareincludingfrictionstays,lockingarrangements etc Locking to be specified as per calculation.Size - 1200mm x 1550mm
729	Ground Floor- 81 Nos.
730	First Floor - 95 Nos.
731	Second Floor- 106 Nos.
732	Z LouversProviding and fixing aluminum work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminum sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminum snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :Design Engineer fabricate and install the Z louvers as shown thedrawings 221150 , Width - 103.2mm Height - 50.8mm. The louvers shall be extruded Aluminum profile ofT6 6063 grade. The size of the tube which holds the louvers shall be 50mm x 100mm with Min 2mm Thickness. The plate on which holds the louvers shall be 3mm.The brackets required to hold the tube in place shall be of MS HDG 80 microns / or aluminum brackets . All prices like access to install the same shall be added in the price. Finish on louvers and all other aluminum section , platesshall be anodized 20-25microns Third Floor
733	Aluminim Horizontal FinsDesign Engineer fabricate and install the horizontal fins as shown thedrawings. The fins shall havea front extruded Aluminium fin as per arch shape of 6063 T6 grade and to be cladded with ACP.The size of the fins shall be as per concept drawings. The brackets required to hold the Fin in place shall be of MS HDG 80 microns / or aluminium brackets . The whole assembly shall be PVDF 30-40 micron . All prices like access to install the same shall be added in the price.
734	Aluminim Vertical FinsDesign Engineer fabricate and install the vertical fins as shown thedrawings. The fins shall havea front extruded Aluminium fin as per arch shape of 6063 T6 grade and to be cladded with ACP.The size of the fins shall be as per concept drawings. The brackets required to hold the Fin in place shall be of MS HDG 80 microns / or aluminium brackets . The whole assembly shall be PVDF 30-40 micron . All prices like access to install the same shall be added in the price.
735	Coping at top of 3rd Floor4mm ACP FR b1 (0.5mm coil + 3 mm Mineral Core + 0.5mm Alum coil ). The rate includes the aluminium runners and cleats with non staining silicon All anchors shall be SS 304. The system which is non visible shall be cromotised (Stone finish as per archiect\"s intent)
736	Glass Railing at 3rd FloorDesign engineer fabricate and install free standing railing. The glass railing shall be imbeded in aluminium channel which shall be continuous the anchors used shall be 12mm countersunk SS 316 anchors. The railing needs to from a certified supplier.Height 1200mmGlazing laminated Glass: 8mm FT + 1.52mm SGP/DG + 8mm FT
737	Staircase Glazing - Wind pressure 2 kpaSpecification same as Sr. No. 110.01 (System with Vision Glass)
738	First Floor
739	Second Floor
740	Third Floor
741	Fourth Floor
742	Fifth Floor
743	Sixth Floor
744	Seventh Floor
745	Eighth Floor
746	Terrace Floor
747	Glass at Spandrel Location - 8mm FT Glass
748	Backpan Insulation - 1.2 mm GI sheet + 48kg/m3 insulation glass woolwith black veil
749	Fire Stop Smoke Seal by certified supplierProviding & fixingrock wool (Density:100 kg / m3 min 100mm thk, according to suppliers recommendation) insulation of approved sample / make with intumescent sealant on top of it enclosed by a 2mm thk. G.I. sheet support with SS 316 screws . The system shall have a Z Clip of 100mm of 1.5mm thick at every c/c 300mm to hold the insulation in place . The top layer shall have a layer of Intumescent Sealant as approved by manufacturer .The whole system should be certified by the manufacturerThe whole assembly will have a top GI cover of 2mm
750	Top Hung windows: (only system cost)Size - 1500mm x 1000mm
751	First Floor- 8 Nos.
752	Second Floor- 8 Nos.
753	Third Floor- 8 Nos.
754	Fourth Floor- 8 Nos.
755	Fifth Floor- 8 Nos.
756	Sixth Floor- 8 Nos.
757	Seventh Floor- 8 Nos.
758	Eighth Floor- 8 Nos.
759	Aluminim Horizontal FinsDesign Engineer fabricate and install the horizontal fins as shown thedrawings. The fins shall havea front extruded Aluminium fin as per arch shape of 6063 T6 grade. The size of the fins shall be as per concept drawings. The brackets required to hold the Fin in place shall be of MS HDG 80 microns / or aluminium brackets . The whole assembly shall be PVDF 30-40 micron . All prices like access to install the same shall be added in the price.
760	Entrance Glazing - Conventional Curtain wall GlazingDesign, Fabricate, package, deliver (to Job site) and install conventional curtain wall system , comprising of glass as shown in concept drawings (13.52 Laminated Glass- 6mm FT + 1.52 PVB + 6mm FT), The glass panels will be fixed mechanically with the help of pressure plate which will be fixed to the mullion with the help of SS 316 screws and then will be covered with a pressure capwith all approved standard accessories and hardwares. All aluminum extruded profiles shall be confirming to alloy T6 6063. All exposed aluminum profiles shall be anodized 20-25 micronsapproved shade. The curtain wall shall be sealed to the host structure and not adjoining materials with approved water proofing membrane and insulation to prevent sound transmission. The curtainwall glazed system design should be system proof with self draining properties. The System and glass is designed to withstand a wind pressure of 1.7 KPa at all levels, elevation & heights. The anchoring / bracing of the structural glazing to the RCC slab / beams / columns shall be done with non-corrosive hot dipped galvanized brackets of approved design (Galvanizing to be done confirming to IS:4759-1996 upto 610 gms. per sqm. (80-90 micron thickness) and including providing teflon shims of various thickness to adjust the beam level / line variations fixed with SS dash fasteners Hilti / Fischer make of min. 12mm dia. and depth of 50-80mm in the concrete and to withstand the dead load of the curtainwall glazing as well as stresses due to wind pressure etc.
761	Expansion joint gap for mullion shall be minimum 15 to 20mm. All screws used shall be only of stainless steel 316 grade. All bolts, nuts and washers used shall be only of stainless steel 316 Grade. Anchorage: Allow 3 dimensional movement in anchorage (bracket) design to absorb +/- 50mm host structure tolerances. The contractor must design the system as per the prevalent site conditions and building elevation profiles. No extra claims shall be entertained at any stage for aluminum profile wall thickness and size dimensions. Quote in compliance with Concept Drawings and specifications noted herein including erection & removal of scaffolding, cleaning the Facade & testing. Design, fabricate, package, deliver (to Job site) and install Fixed / operable windows comprising 6mm thk SGU glass as specified by the Architect). The contractor shall be follow the conceptual system for rates. The glass panels will be mechanically fixed to the aluminum main frame with aluminum beading from inside and frame shall fixed to steel / concrete with approved standard accessories. All aluminum extruded profiles shall be confirming to alloy 6063 T6. All exposed Aluminum profiles shall be anodized 20-25 Microns. The window shall be sealed to the host structure and not adjoining materials with approved water proofing membrane and Silicon with priming to avoid seepage and water ingress.(Cost includes System with glass)Double Height GlazingGround Floor (Front Elevation)
762	Single Height GlazingGround Floor (Elevation Left & Right)
763	Aluminium Cladding
764	First Floor
765	Extra for MS support
766	Double Leaf Swing DoorsExtra Over above item :Double Leaf swing Doors With 12 mm thick toughened glass with floor spring/ pivot/ Handles of approved make .Cost to include cost of glass Door hande size 600mm on both doors.Door Size - 1800.mm x 2400mm - 8 Nos.
767	CanopiesGlass CanopyDesign, engineer, furnish, fabricate, package, deliver (to Job site) and install 8mm Clear HS+1.52SGP +8mm Clear HS fixed to MS work as shown in the architectural intent,The aluminium profles shall be SDPC 60-80 microns and the MS shall have finih of epoxy + 2 cats of PU paint. The price shall Include the price of peripheral flashings.
768	Entrance
769	Lobby - Left & Right
770	Connecting Building
771	Extra over for MS support
772	Upper Floors- Wind Pressure 2 kpaCasement windowsDesign, fabricate, package, deliver (to Job site) and install Fixed & 2 Side hung windows comprising 28 mm thk DGU glass as specified by the Architect). The contractor shall be follow the conceptual system for rates. The glass panels will be mechanically fixed to the aluminium main frame with alum beading from inside and frame shall fixed to concrete with approved standard accessories. Silicone specifications are highlighted in the specifications manual. All aluminium extruded profiles shall be confirming to alloy 6063 T6. All exposed Aluminium profiles shall be SDPC with 60-80 Microns and shade shall be as per architect\"s approval- AAMA 2605 15 years. The window shall be sealed to the host structure and not adjoining materials with approvedSilicon with priming to avoid seepage and water ingress. Size - 3000mm x 1850mm (Cost includes System with glass)
773	Fourth Floor- 64 Nos.
774	Fifth Floor- 64 Nos.
775	Sixth Floor- 64 Nos.
776	Seventh Floor- 64 Nos.
777	Eighth Floor- 64 Nos.
778	Waiting Lounge GlazingSpecification same as Sr. No.113 (Cost includes System with glass)
779	Fourth Floor
780	Fifth Floor
781	Sixth Floor
782	Seventh Floor
783	Eighth Floor
784	Glass RailingDesign engineer fabricate and install free standing railing. The glass railing shall be imbeded in aluminium channel which shall be continuous the anchors used shall be 12mm countersunk SS 316 anchors. The railing needs to from a certified supplier.Height 1200mmGlazing laminated Glass: 8mm FT + 1.52mm SGP/DG + 8mm FT
785	Fourth Floor
786	Fifth Floor
787	Sixth Floor
788	Seventh Floor
789	Eighth Floor
790	Ramp Glazing - Specification same as Sr. No.110.01 (Cost includes System with glass)System with Glass
791	Louvers at MLCPDesign, Fabrication, Supply, Installation, Protection, Cleaning & Handover of Aluminium louver screen with open joint system custom designed to withstand the design wind pressure confirming to IS-875 part III. The system shall be designed to accommodate aluminium tube of of size 50x100x3 mm thk. c/c 50mm as per drawings in open joint system using S.S. rods /pipe, anchor fasteners of approved make and as per structural requirement.The quote rate shall include all design, engineering & shop drawing approval from architect & consultant, mock-ups, smaple submission, handling of all mateirals (loading, unloading, shifting, etc). The quote rate shall include all Taxes, duties, statutory obligations and safety code compliance as per Industrial standards.
792	The Total value of Schedule4

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Tender For Construction Of Dr. Babasaheb Ambedkar Super Speciality Hospital And Post Graduate Institute For Medical Sciences At Kh. No. 101, 102 And 103, Mz. - Indora, Nagpur. - 1 A. Earth Workexcavationforfoundationin Earth,Soilofalltypes,Sand, Gravela, Nagpur-Maharashtra

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Tender For Construction Of Dr. Babasaheb Ambedkar Super Speciality Hospital And Post Graduate Institute For Medical Sciences At Kh. No. 101, 102 And 103, Mz. - Indora, Nagpur. - 1 A. Earth Workexcavationforfoundationin Earth,Soilofalltypes,Sand, Gravela, Nagpur-Maharashtra

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