Nagpur Metropolitan Region Development Authority Tender
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Nagpur Metropolitan Region Development Authority - NMRDA Tender
Building Construction
Eprocure
Opening Date4 Feb 2025
Closing Date27 Feb 2025
Tender Amount₹ 4,02,08,43,373
Technical
Technical
Financial
Bid Capacity
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The bid capacity required in the given tender to bid can be calculated using the formula: Assessed Available Bid capacity = (A*N*2 - B) Where: A = Maximum value of civil engineering works executed in anyone year during the last five years, updated to the price level of the year indicated in Appendix. B = Value (updated to the price level of the year indicated in Appendix) of existing commitments and on-going works to be completed during the next Thirty-Six months (period of completion of the works for which bid is invited). N = Number of years prescribed for completion of the works for which bids are invited. Additionally, the bid capacity required includes:
1. Evidence of access to financial resources: 10% of the tender value
2. Minimum cash investment: 25% of the contract value However, the exact tender value is not specified.
Technical Capacity
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The bidder is required to have prior work experience in civil engineering construction work. The total value of civil engineering construction work performed in the last five years is to be provided, with a breakdown of the values for each year. The bidder should have completed works of a similar nature over the last five years, with experience in works of a similar nature and size for each of the last five years. The bidder should have completed two works of similar nature in Govt./Semi Govt. Bodies, with each work costing not less than a specified amount, although the exact amount is not mentioned. The works should have been completed within five financial years prior to the bid. No specific percentage of similar works completed is mentioned. However, proposals for subcontracting components of the Works amounting limited to or up to 10 percent of the Bid Price are allowed. The exact amount of similar works completed is also not specified in the given context.
Costs
EMD
₹ 2,01,05,000Document Cost
₹ 50,000Tender Fee
₹ 500
Summary
Construction Of Dr. Babasaheb Ambedkar Super Speciality Hospital And Post Graduate Institute For
Description
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Contact
Tender Id
2025_NMRDA_1145829_1Tender No
e-Tender Notice No. 26/2024-25Tender Authority
Nagpur Metropolitan Region Development Authority ViewPurchaser Address
-Website
http://http://www.nmrda.org/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
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Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (Lift from 3.0m To 4.5 m.) By MechanicalMeans
17745
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Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (Lift from 4.5m To 6.0 m.) By MechanicalMeans
7605
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Excavation for foundation in Soft rock and old cement or lime masonry foundations including removing the excavated material upto a distance of 50 metres beyond the building area and stacking as directed, including dewatering, preparing the bed for the foundation and necessary back filling with available earth/murum, ramming ,watering including shoring and strutting etc. complete. (Lift from 6.0m To 7.5 m.) By MechanicalMeans
347
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Excavation for foundation in Hard-rock by controlled blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres. from the building area including dewatering and back filling with available earth soil /murum watering, ramming etc. complete. (Lift from 3.0 m To 4.5 m) By Mechanical Means
7605
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Excavation for foundation in Hard-rock by controlled blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres. from the building area including dewatering and back filling with available earth soil /murum watering, ramming etc. complete.(Lift from 4.5 m To 6.0 m) By Mechanical Means
12730
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Excavation for foundation in Hard-rock by controlled blasting including trimming and leveling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres. from the building area including dewatering and back filling with available earth soil /murum watering, ramming etc. complete. (Lift from 6.0 m To 7.5 m) By Mechanical Means
6591
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Providing preconstructional antitermite treatment as per I.S. 6313 (Part-II) by treating the bottom surface and sides of excavation at the rate of 5 litres of emulsion concentrate of 1.0 percent of chlorophyrifos per square meter of surface areacovering 10 years guarantee on bond paper.
12854
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Providing preconstructional antitermite treatment as per I.S. 6313 (Part-I) to the soil along the external face of building by punching holes of 1.2 of 1.5 C.M. diametre about 30 -60 cm deep at 15 cm c/c as close to the wall as possible and to inject 0.5 percent of aldrin or clorophyrifos at the rate of 7.5 litres per hole and sealing the same with proper filling and covering 10 years guarantee on bond paper.
927
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Filling in plinth and floors with approved excavated material in 15cm. to 20cm.Layers including watering and compacting etc. complete.
Ground Floor
877
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Disposal of all Types of Excavated Material Upto 5 Km
Ground Floor
77395
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Filling in plinth and floors with contractors material/brought from outside and approved by Engineer incharge in layers of 15 cm to 20 cm including watering andcompaction etc. complete.
Ground Floor
861
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Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete.
Ground Floor
3126
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B. STRUCTURAL WORK
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Providing and laying Cast in situ/Ready Mix cement concrete in M15 of trap/ granite/quartzite/gneiss metal for foundation and bedding / steps including steel centering, formwork, laying/pumping, compacting, roughening them if special finish is to be provided, finishing uneven and honeycombed surface and curing etc. complete. The Cement Mortar 1:3 plaster is considered for rendering uneven and honeycombed surface, only. Newly laid concrete shall be covered by gunny bag, plastic, tarpaulin etc. (Wooden centering will not be allowed.),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)
Hospital, MLCP & Service Block
4453
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Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like 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 Steel centering formwork, cover blocks laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum 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 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)
2698
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Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like 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 steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum 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 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)
23730
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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 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 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)
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Upto Plinth/Ground level
491
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Above Plinth/Ground level & including 1st slab
76
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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 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 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)
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Upto Plinth/Ground level
801
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Above Plinth/Ground level & including 1st slab
776
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Above 1st slab & including 2nd slab
776
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Above 2nd slab & including 3rd slab
776
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Above 3rd slab & including 4th slab
776
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Above 4th slab & including 5th slab
642
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Above 5th slab & including 6th slab
539
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Above 6th slab & including 7th slab
539
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Above 7th slab & including 8th slab
539
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Above 8th slab & including 9th slab
539
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Above 9th slab & including (O.H.W.T. top level)
84
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Providing and laying Cast in situ/Ready Mix cement concrete in M-40 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi , Retaining walls & OHT wall of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing 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)
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Upto Plinth/Ground level
1060
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Above Plinth/Ground level & including 1st slab
79
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Above 1st slab & including 2nd slab
79
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Above 2nd slab & including 3rd slab
79
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Above 3rd slab & including 4th slab
79
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Above 4th slab & including 5th slab
126
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Above 5th slab & including 6th slab
11
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Above 6th slab & including 7th slab
11
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Above 7th slab & including 8th slab
11
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Above 8th slab & including 9th slab
11
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Above 9th slab & including (O.H.W.T. top level)
126
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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 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 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)
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Upto Plinth/Ground level
11
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Above Plinth/Ground level & including 1st slab
11
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Above 1st slab & including 2nd slab
11
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Above 2nd slab & including 3rd slab
11
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Above 3rd slab & including 4th slab
11
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Above 4th slab & including 5th slab
11
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Above 5th slab & including 6th slab
11
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Above 6th slab & including 7th slab
11
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Above 7th slab & including 8th slab
11
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Above 8th slab & including 9th slab
11
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Above 9th slab & including (O.H.W.T. top level)
11
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Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap / granite/quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be 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)
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Upto Plinth/Ground level
249
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Above Plinth/Ground level & including 1st slab
107
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Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap / granite/quartzite/ gneiss metal for R.C.C. beams and lintels as per detailed designs and drawings or as directed including steel centering, formwork, cover blocks, laying/pumping, compactionand roughening the surface if special finish is to be 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)
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Upto Plinth/Ground level
117
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Above Plinth/Ground level & including 1st slab
246
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Above 1st slab & including 2nd slab
246
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-
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Above 2nd slab & including 3rd slab
246
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Above 3rd slab & including 4th slab
245
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Above 4th slab & including 5th slab
137
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Above 5th slab & including 6th slab
137
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-
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Above 6th slab & including 7th slab
137
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Above 7th slab & including 8th slab
137
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Above 8th slab & including 9th slab
137
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Above 9th slab & including (O.H.W.T. top level)
53
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Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum 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 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
2475
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Providing and laying Cast in situ/Ready Mix cement concrete M-30 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum 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 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)
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Upto Plinth/Ground level
261
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Above Plinth/Ground level & including 1st slab
272
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Providing and laying Cast in situ/Ready Mix cement concrete M-40 of trap/ granite / quartzite/ gneiss metal for R.C.C. slabs and landings as per detailed designs and drawings including steel centering, formwork, cover blocks, laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum 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 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)
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Upto Plinth/Ground level
3155
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Above Plinth/Ground level & including 1st slab
4260
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Above 1st slab & including 2nd slab
6155
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Above 2nd slab & including 3rd slab
4260
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Above 3rd slab & including 4th slab
4260
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Above 4th slab & including 5th slab
2053
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Above 5th slab & including 6th slab
2053
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Above 6th slab & including 7th slab
2053
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Above 7th slab & including 8th slab
2053
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-
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Above 8th slab & including 9th slab
2053
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Above 9th slab & including (O.H.W.T. top level)
368
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Providing and laying Cast in situ/Ready Mix cement concrete in M-40 of trap / quartzite/granite /gneiss metal for R.C.C. Waist slab, and steps of staircases as per detailed design and drawings or as directed including steel centering, plywood/ steel formwork, steel props, laying/pumping, compaction, finishing uneven and honeycombed surface with C.M. 1:3 of 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 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)
-
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Upto Plinth/Ground level
91
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Above Plinth/Ground level & including 1st slab
91
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Above 1st slab & including 2nd slab
81
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Above 2nd slab & including 3rd slab
81
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Above 3rd slab & including 4th slab
81
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Above 4th slab & including 5th slab
71
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Above 5th slab & including 6th slab
71
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Above 6th slab & including 7th slab
71
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Above 7th slab & including 8th slab
71
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Above 8th slab & including 9th slab
71
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Above 9th slab & including (O.H.W.T. top level)
71
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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 and roughening the surface if special finish is to be provided and curing 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)
-
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Upto Plinth/Ground level
30
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Above Plinth/Ground level & including 1st slab
30
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Above 1st slab & including 2nd slab
30
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-
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Above 2nd slab & including 3rd slab
30
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-
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Above 3rd slab & including 4th slab
30
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-
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Above 4th slab & including 5th slab
25
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Above 5th slab & including 6th slab
25
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Above 6th slab & including 7th slab
25
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-
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Above 7th slab & including 8th slab
25
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Above 8th slab & including 9th slab
25
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Above 9th slab & including (O.H.W.T. top level)
25
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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 )
28
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Providing and fixing in position TMT - FE - 500 bar reinforcement of various diameters for R.C.C. pile caps, footings, foundations, slabs, beams columns, canopies, staircase, newels, chajjas, lintels pardis, copings, fins, arches etc. as per detailed designs, drawings and schedules. including cutting, bending, hooking the bars, binding with wires or tack welding and supporting as required complete.
-
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Upto Plinth/Ground level
3337
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Above Plinth/Ground level & including 1st slab
646
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Above 1st slab & including 2nd slab
597
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Above 2nd slab & including 3rd slab
474
-
-
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Above 3rd slab & including 4th slab
474
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-
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Above 4th slab & including 5th slab
285
-
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Above 5th slab & including 6th slab
259
-
-
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Above 6th slab & including 7th slab
259
-
-
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Above 7th slab & including 8th slab
259
-
-
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Above 8th slab & including 9th slab
259
-
-
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Above 9th slab & including (O.H.W.T. top level)
64
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MASONRY WORK
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Providing Autoclaved Aerated Concrete Block masonary of conforming to IS:2185 (Part 3) - 1984 in extra fine jointing mortar of fixoblock of UltraTech or equivalent in superstructure including striking joints, raking out joints and scaffolding etc. Complete. (The test shall be carried out conforming to IS:6441 (Part I) - 1972)
-
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Basement Floor
618
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Ground Floor
1551
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First Floor
1317
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Second Floor
1424
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Third Floor
492
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Fourth Floor
794
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Fifth Floor
973
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Sixth Floor
1002
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Seventh Floor
1002
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Eight Floor
1002
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Terrace Floor
78
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Providing fly ash brick masonry with conventional / I.S. type fly ash bricks in C.M. 1:6 in foundation and plinth including bailing out water manually striking joints, racking out joints watering and scaffolding etc. complete.
Upto Plinth
105
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Providing fly ash brick masonry with conventional/ I.S. type bricks in cement mortar 1:6 in superstructure including striking joints, raking out joints, watering and scaffolding etc. Complete
-
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Basement Floor
53
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Ground Floor
53
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First Floor
11
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Second Floor
11
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Third Floor
11
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Fourth Floor
11
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Fifth Floor
11
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-
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Sixth Floor
11
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Seventh Floor
11
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Eight Floor
11
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Terrace Floor
21
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D. PLASTERING & PUTTY WORK
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Providing internal cement plaster 12mm thick in single coat in cement mortar 1:4 without neeru finish to concrete or brick surfaces, in all positions including scaffolding and curing etc. complete.
-
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Basement Floor
1772
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Ground Floor
3212
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First Floor
3159
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Second Floor
2838
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Third Floor
2787
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-
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Fourth Floor
3530
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-
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Fifth Floor
2605
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-
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Sixth Floor
2689
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-
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Seventh Floor
2689
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Eight Floor
2689
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Terrace Floor
152
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Providing sand faced plaster externally in cement mortar using approved screened sand, in all positions including base coat of 15 mm thick in cement mortar 1:4 using waterproofing compound at 1Kilogramper cement bag curing the same for not less than 2 days and keeping the surface of the base coat rough to receive the sand faced treatment 6 to 8 mm thick in cement mortar 1:4 finishing the surface by taking out grains and curing for fourteen days scaffolding etc.complete.
-
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Ground Floor
8430
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First Floor
2204
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Second Floor
2051
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Third Floor
1575
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Fourth Floor
3112
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Fifth Floor (Hospital & MLCP Terrace)
2541
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Sixth Floor
1551
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Seventh Floor
1551
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Eight Floor
1551
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Terrace Floor
4154
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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.
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Basement Floor
10737
-
-
... More
Ground Floor
10822
-
-
... More
First Floor
14897
-
-
... More
Second Floor
15492
-
-
... More
Third Floor
6722
-
-
... More
Fourth Floor
7190
-
-
... More
Fifth Floor
8041
-
-
... More
Sixth Floor
8214
-
-
... More
Seventh Floor
8214
-
-
... More
Eight Floor
8214
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-
... More
Terrace Floor
778
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-
... More
Providing and applying Two coats of wall care Putty on plastered surface and Ceiling and Walls to prepare surface even and smooth of approved make, etc complete.
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-
-
... More
Basement Floor
375
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-
... More
Ground Floor
423
-
-
... More
First Floor
381
-
-
... More
Second Floor
719
-
-
... More
Third Floor
5825
-
-
... More
Fourth Floor
803
-
-
... More
Fifth Floor
1285
-
-
... More
Sixth Floor
872
-
-
... More
Seventh Floor
872
-
-
... More
Eight Floor
872
-
-
... More
Terrace Floor
681
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-
... More
E. WATERPROOFING WORK
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Providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing for basement or underground floor on a base of Cement concrete 1:3:6, including sub base of 2.50 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 with 6 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
11953
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... More
Providing and fixing 20 to 25 mm thick rough shahabad box type waterproofing treatment to vertical outside faces of Reinforced Cement concrete walls of basement or underground floor including filling the gap of 25 mm between rough shahabad and R.C.C. walls with 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 proofing liquid for width 30 to 35 mm and sloping coping over topmost tile with cement mortar 1:3, butting the bottom most with
Cement concrete 1:2:4 mixed with water proofing liquid, curing, with 7 years guarantee on court fee stamp of Rs.100/- with ponding test etc complete. (excluding Cement concrete 1:3:6
Basement Floor, MLCP & Service Block
4408
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... More
Providing waterproof plaster in W.C. and bath 20 mm thick for dado in cement mortar 1:3 with neat finishing, floating using waterproofing compound at the rate of 1 Kilogram. per bag of cement of approved make and manufacturer and curing (and filling joints ofNahani trap and any outlet by properly) etc. complete.
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-
-
... More
Basement Floor
2697
-
-
... More
Ground Floor
835
-
-
... More
First Floor
489
-
-
... More
Second Floor
961
-
-
... More
Third Floor
229
-
-
... More
Fourth Floor
325
-
-
... More
Fifth Floor
2737
-
-
... More
Sixth Floor
2447
-
-
... More
Seventh Floor
2447
-
-
... More
Eight Floor
2447
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-
... More
Providing and applying water proofing treatment using acrylic polymer modified cement based water proofing coating with fibre glass mesh mixing at the rate of powder to liquid (2:1) by weight covering 9 to 10 Square Metre /Kilogram with two coat using approved chemicals for masonry and concrete surface by brush covering 7 years guarantee on Stamp Papers etc. complete.
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-
-
... More
Basement Floor
283
-
-
... More
Ground Floor
558
-
-
... More
First Floor
201
-
-
... More
Second Floor
213
-
-
... More
Third Floor
142
-
-
... More
Fourth Floor
164
-
-
... More
Fifth Floor
1255
-
-
... More
Sixth Floor
1106
-
-
... More
Seventh Floor
1106
-
-
... More
Eight Floor
1106
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-
... More
Providing water proof bedding for flooring of Bath and WC 25 mm thick in C.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
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-
-
... More
Basement Floor
81
-
-
... More
Ground Floor
150
-
-
... More
First Floor
37
-
-
... More
Second Floor
72
-
-
... More
Third Floor
25
-
-
... More
Fourth Floor
28
-
-
... More
Fifth Floor
199
-
-
... More
Sixth Floor
172
-
-
... More
Seventh Floor
172
-
-
... More
Eight Floor
172
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-
... More
37a. Providing waterproofing in W.C. and bath including brick bat coba in all position including providing and laying 12mm bedding in cement mortor 1:3 on vergin concrete slab with waterproofing compound @ 1Kilogram/per bag of cement laying brick bat coba of required thickness in cm 1:5 with waterproofing compound 1 Kilogram/bag of cement 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.
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-
-
... More
Basement Floor
37
-
-
... More
Ground Floor
68
-
-
... More
First Floor
16
-
-
... More
Second Floor
32
-
-
... More
Third Floor
11
-
-
... More
Fourth Floor
13
-
-
... More
Fifth Floor
90
-
-
... More
Sixth Floor
77
-
-
... More
Seventh Floor
77
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-
... More
Eight Floor
77
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-
... More
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 admixed with approved water proofing compound. Marking finished surface with false squares of 300mm x 300 mm. making the junctions at the parapet rounded and tapered top for required height, with drip mould at the junction of plaster and parapet and curing and covering 10 years Guarantee against leakproofness on Court fee stamp paper of Rs. 500/- including ponding test etc. complete.
-
-
-
... More
First Floor (Service Block Terrace)
1092
-
-
... More
Fourth Floor
2029
-
-
... More
Fifth Floor (Hospital & MLCP Terrace)
2916
-
-
... More
Sixth Floor
69
-
-
... More
Seventh Floor
69
-
-
... More
Eight Floor
69
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-
... More
Terrace Floor
7285
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-
... More
Providing China Mosaic waterproofing over concrete / plastered surface of sloped roof, horizontal, vertical, curved surfaces, rounded vatas,sharp corners, junctions etc., using broken pieces of mono colored approved quality ceramic tile laid over and including 20mm thick cement mortar 1.3 screed mixed with approved waterproofing compound @ 2% by weight of cement, cost of all materials, labour, curing, breaking the tiles to the pieces of required size and shape, 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.
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-
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... More
First Floor (Service Block Terrace)
1057
-
-
... More
Fifth Floor (MLCP Terrace)
2847
-
-
... More
Terrace Floor (Hospital Terrace)
7285
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-
... More
F. FLOORING WORK
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Providing and laying telephone black / Amba White / Cadburybrown / Ruby red / Ocean Brown granite stone of 18 to 20 mm thick for door frame/ dado/ window boxing etc. On C.M. 1:6 including filling joints with polymer base filler nosing/moulding the sharp edges wherever necessary, curing, etc. complete.
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-
-
... More
Basement Floor
56
-
-
... More
Ground Floor
517
-
-
... More
First Floor
144
-
-
... More
Second Floor
190
-
-
... More
Third Floor
98
-
-
... More
Fourth Floor
98
-
-
... More
Fifth Floor
189
-
-
... More
Sixth Floor
191
-
-
... More
Seventh Floor
191
-
-
... More
Eight Floor
191
-
-
... More
Terrace Floor
4
-
-
... More
Providing and laying Antiskid Ceramic tiles of approved quality of 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 including cement float, filling joint with cement slurrycleaning curing etc. complete.
-
-
-
... More
Basement Floor
141
-
-
... More
Ground Floor
11
-
-
... More
First Floor
11
-
-
... More
Terrace Floor
709
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-
... More
Providing and laying ceramic tiles of having size 30 cm. x 30 cm. and confirming to 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.
-
-
-
... More
Basement Floor
763
-
-
... More
Terrace Floor
1237
-
-
... More
Providing and laying in position flooring of telephone black / Amba White / Cat bary brown / Ruby red / Ocean Brown granite stone of approved shade and size 18 mm to 20 mm thick on bed 1:6 cement mortar including cement floats striking joints, pointing inC.M. 1:3 curing and cleaning etc. complete.
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... More
Basement Floor
15
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-
... More
Ground Floor
853
-
-
... More
First Floor
68
-
-
... More
Second Floor
58
-
-
... More
Third Floor
9
-
-
... More
Fourth Floor
19
-
-
... More
Fifth Floor
41
-
-
... More
Sixth Floor
42
-
-
... More
Seventh Floor
42
-
-
... More
Eight Floor
42
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... More
Providing and fixing machine cut machine polished 18 mm to 20 mm thick telephone black / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone for treads and risers of steps and staircases of approved colour and shade with full moulding and three grooved line for the treads on bed of 1:4 Cement mortar including float filling joints with neat cement slurry curing polishing and cleaning etc. complete.
Ground Floor
69
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-
... More
Providing and laying vitrified mirror / glossy finish tiles decorative type having size 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 ( group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc. complete.
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-
-
... More
Basement Floor
26
-
-
... More
Ground Floor
53
-
-
... More
First Floor
53
-
-
... More
Providing and laying vitrified mirror / glossy finish tiles having size 590 mm to 605 mm x 590 mm to 605 mm of 8 to 10 mm thickness and confirming to IS. 15622-2006 ( group Bla) of approved make, shade and pattern for dado and skirting in required position fixed in 1:4 cement mortar including neat cement float, filling joints, curing and clearing etc.complete
-
-
-
... More
Basement Floor
2362
-
-
... More
Ground Floor
3895
-
-
... More
First Floor
1885
-
-
... More
Second Floor
4373
-
-
... More
Third Floor
1722
-
-
... More
Fourth Floor
4831
-
-
... More
Fifth Floor
2634
-
-
... More
Sixth Floor
2591
-
-
... More
Seventh Floor
2591
-
-
... More
Eight Floor
2591
-
-
... More
Providing and laying vitrified matt fininsh tiles having size 590 mm to 605 mm x to 605 mm of 8 to 10 mm thickness and confirming IS. 15622-2006 (Group Bla) of approved make, shade and pattern for flooring in required position laid on a bed of 1:4 cement morar including neat cement float, filling joints, curing and cleaning etc. complete.
-
-
-
... More
Basement Floor
5380
-
-
... More
Ground Floor
4280
-
-
... More
First Floor
6348
-
-
... More
Second Floor
2276
-
-
... More
Third Floor
334
-
-
... More
Fourth Floor
1603
-
-
... More
Fifth Floor
5439
-
-
... More
Sixth Floor
5483
-
-
... More
Seventh Floor
5483
-
-
... More
Eight Floor
5483
-
-
... More
Providing and laying vitrified matt finish tiles having size 590 mm to 605 mm x to 605 mm of 8 to 10 mm thickness and confirming IS. 15622-2006 (Group Bla) of approved make, shade and pattern for dado and skirting in required position fixed in 1:4 cement mortar including neat cement float, filling joints, curing and cleaning etc. complete.
-
-
-
... More
Basement Floor
26
-
-
... More
Ground Floor
53
-
-
... More
First Floor
53
-
-
... More
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 properly etc. completed as per the instructions of the EIC. Joints shall be finished properly so that area shall look Continuously and joint less.
-
-
-
... More
Basement Floor
20
-
-
... More
Ground Floor
272
-
-
... More
First Floor
260
-
-
... More
Second Floor
3639
-
-
... More
Third Floor
602
-
-
... More
Fourth Floor
572
-
-
... More
Fifth Floor
99
-
-
... More
Sixth Floor
99
-
-
... More
Seventh Floor
99
-
-
... More
Eight Floor
99
-
-
... More
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 properly etc. completed as per the instructions of the EIC. Joints shall be finished properly so that area shall look Continuously and joint less.
-
-
-
... More
Basement Floor
5
-
-
... More
Ground Floor
16
-
-
... More
First Floor
17
-
-
... More
Second Floor
150
-
-
... More
Third Floor
11
-
-
... More
Fourth Floor
19
-
-
... More
Fifth Floor
6
-
-
... More
Sixth Floor
6
-
-
... More
Seventh Floor
6
-
-
... More
Eight Floor
6
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-
... More
Providing and laying machine cut machine Polished Kota stone flooring 25mm to 30mm thick and required width in plain/ diamond pattern on bed of 1:6 C. M. including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etc.complete.
-
-
-
... More
Basement Floor
2719
-
-
... More
Ground Floor
1848
-
-
... More
First Floor
342
-
-
... More
Second Floor
3783
-
-
... More
Third Floor
6416
-
-
... More
Fourth Floor
965
-
-
... More
Fifth Floor
398
-
-
... More
Sixth Floor
398
-
-
... More
Seventh Floor
398
-
-
... More
Eight Floor
398
-
-
... More
Providing and laying machine cut machine polished machine cut Kota stone slabs 20 to 25 mm thick for treads and risers of steps and staircases, with rounded nosing for the treads on a bed of 1:4 cement mortar including cement float, filling joints with neat cement slurry, curing, polishing and cleaning etc. complete.
-
-
-
... More
Basement Floor
226
-
-
... More
Ground Floor
229
-
-
... More
First Floor
230
-
-
... More
Second Floor
230
-
-
... More
Third Floor
180
-
-
... More
Fourth Floor
210
-
-
... More
Fifth Floor
181
-
-
... More
Sixth Floor
181
-
-
... More
Seventh Floor
181
-
-
... More
Eight Floor
181
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-
... More
Providing and fixing in required position skirting or dado of polished Kotah Stone slab 25 mm to 30 mm thick fixed on base on plaster of cement mortar 1:4 including cement float, filling joints with cement slurry, curing rubbing, polishing and cleaning complete.
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-
-
... More
Basement Floor
189
-
-
... More
Ground Floor
149
-
-
... More
First Floor
29
-
-
... More
Second Floor
219
-
-
... More
Third Floor
189
-
-
... More
Fourth Floor
63
-
-
... More
Fifth Floor
57
-
-
... More
Sixth Floor
57
-
-
... More
Seventh Floor
57
-
-
... More
Eight Floor
57
-
-
... More
Providing and fixing machine cut mirror polished 18 mm to 20 mm thick telephone black granite / Amba White / Cat bary brown / RBI red / Ocean Brown granite stone partition with full moulding the edges etc. complete . Both side polish
-
-
-
... More
Basement Floor
5
-
-
... More
Ground Floor
6
-
-
... More
First Floor
9
-
-
... More
Second Floor
3
-
-
... More
Third Floor
3
-
-
... More
Fourth Floor
3
-
-
... More
Fifth Floor
3
-
-
... More
Sixth Floor
3
-
-
... More
Seventh Floor
3
-
-
... More
Eight Floor
3
-
-
... More
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 fixing of stone as per drawing and design, including cleaning, washing and finishing etc. complete.
Ground Floor
241
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... More
Providing and constructing granite kitchen / pantry platform with fixing of stainless steel sink 600 mm x 450 mm size as per detailed drawing including vertical both side polished kadappah stone 25 to 30 mm thick supports with kadappah top 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 vertical granite supports 15 cm height and top granite of 75 x 40 cm including cutting, 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)
-
-
-
... More
Basement Floor
5
-
-
... More
Ground Floor
47
-
-
... More
First Floor
11
-
-
... More
Second Floor
11
-
-
... More
Third Floor
5
-
-
... More
Fourth Floor
11
-
-
... More
Fifth Floor
36
-
-
... More
Sixth Floor
36
-
-
... More
Seventh Floor
36
-
-
... More
Eight Floor
36
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-
... More
Providing and fixing oval type under counter wash hand basin of 16 inch x 22 inch size and of special colour shade having telephonic black / coloured granite of 180 mm thick stone black kadappa framework including chromium plated coupling bottle - Trap using CERA company or equivalent oval typa wash basin model no 3448 as per detailed drawing or as directed by engg incharge etc complete. (Counter size 1.20 m x 0.60 m )
-
-
-
... More
Basement Floor
16
-
-
... More
Ground Floor
13
-
-
... More
First Floor
29
-
-
... More
Second Floor
5
-
-
... More
Third Floor
5
-
-
... More
Fourth Floor
5
-
-
... More
Fifth Floor
29
-
-
... More
Sixth Floor
29
-
-
... More
Seventh Floor
29
-
-
... More
Eight Floor
29
-
-
... More
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
-
-
-
... More
Basement Floor
53
-
-
... More
Ground Floor
105
-
-
... More
First Floor
105
-
-
... More
Providing and laying in situ cement concrete M20 with tremix treatment for 100 mm thickness for flooring with groove cutting of 4mm wide and 20mm deep with necessary refilling with bitumen etc. complete.
-
-
-
... More
Ground Floor
3049
-
-
... More
First Floor
3049
-
-
... More
Second Floor
3049
-
-
... More
Third Floor
3049
-
-
... More
Fourth Floor
3049
-
-
... More
Fifth Floor
301
-
-
... More
Sixth Floor
301
-
-
... More
Seventh Floor
301
-
-
... More
Eight Floor
301
-
-
... More
G. JOINERY AND METAL WORK
-
-
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... More
Providing and fixing in position Gypsum board false ceiling with 12.5 mm thick Gypsum boards, screwed/fixed to the under structure of suspended G.I. Grid constructed and suspended from the main ceiling consisting of ceiling sections of size 25 x 50 mm maximum center to center distance of 600 milimetre perimeter channel and intermediate channels at maximum center to center distance 1200 milimetre galvanized grid should be fixed to 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 in all respect including necessary sleeves for ducts finishing of joints cut outs, painting including labour, material, lifts etc. all complete
-
-
-
... More
Basement Floor
934
-
-
... More
Ground Floor
1963
-
-
... More
First Floor
2126
-
-
... More
Second Floor
1313
-
-
... More
Third Floor
827
-
-
... More
Fourth Floor
1430
-
-
... More
Fifth Floor
1390
-
-
... More
Sixth Floor
1527
-
-
... More
Seventh Floor
1527
-
-
... More
Eight Floor
1527
-
-
... More
Providing and Fixing of Mineral Fibre Suspended Ceiling System with Bioguard (Bevelled Tegular) EDGE TILES WITH 15mm Exposed GRID. The tiles should have Humidity Resistance (RH) of 99%, Light Reflectance 90%, Thermal Conductivity k = 0.052 - 0.057 w/m K, Colour White, Fire Performance UK Class 0/Class 1 (BS 476 Part 6 and 7), in module size of 600x600 x 16mm with Anti Microbial coating on the face of the tile, suitable for Green Building application, with Recycled content of 34%. The tile shall be laid on precoated G.I. channel on XL2 Clip having a web height of 32 mm 32 with 15 mm wide T - section flanges colour white having rotary stitching on all T sections i.e. the Main Runner and 1200 mm Cross Tees with a web height of 32 mm and a load carrying capacity of 7.7 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 system The Tile and Grid system used together should carry a 10 year warranty. products approved at GRIHA and BS 476 etc. complete.
-
-
-
... More
Basement Floor
2179
-
-
... More
Ground Floor
4493
-
-
... More
First Floor
4960
-
-
... More
Second Floor
3064
-
-
... More
Third Floor
1930
-
-
... More
Fourth Floor
3337
-
-
... More
Fifth Floor
3243
-
-
... More
Sixth Floor
3563
-
-
... More
Seventh Floor
3563
-
-
... More
Eight Floor
3563
-
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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).
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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.
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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.
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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.
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Ground Floor
21
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First Floor
105
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Second Floor
3288
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Third Floor
53
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Fourth Floor
566
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Fifth Floor
99
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Sixth Floor
99
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Seventh Floor
99
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Eight Floor
99
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Providing and fixing false ceiling with eco-friendly light-weight calcium silicate tiles of spintone surface texture aerolite make or equivalent of size 595mm x 595mm having 15mm thick densified micro look edge and 100% humidity resistance incombustible as per BS 46part IV and thermal conductivity 0.043 w/m 0 KC and NRC 0.50 placed in true horizontal level suspended grid of size 600x600mm made from hot dipped G.I. steel sections ion silhouette profile, rotary stitched double webbed white with 6mm reveal profile (white/black), wherein, main T 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 middle of the first crossed T in each panel to form grid of 1200mmx600mm resting on periphery wall Profile wall section 19mm (7+7) x 19mmx0.40thicknesses and laying false ceiling for services like diffusers grills including cutting, making opening for light fittings, fixtures, , smoke detectors etc., wherever required. Main T runners suspended from ceiling with using G.I. soffit cleats of size 25x35x1.6 mm of required length fixed to the ceiling with 6mm dia and 50mm long dash fastener, 4mm dia G.I. adjustable rods with powder- coated/good quality G.I. level adjustment clips of 35x35x0.8mm spaced @1200, center-to- center along main T all complete at all heights as per the specifications, drawings etc. complete
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Basement Floor
155
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Ground Floor
151
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First Floor
181
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Second Floor
291
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Third Floor
65
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Fourth Floor
131
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Fifth Floor
470
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Sixth Floor
470
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Seventh Floor
470
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Eight Floor
470
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Providing and fixing frame with / without ventilator of size as specified with Country cut teak wood for doors and windows including chamfering, rounding, rebating, iron holdfast of size 300mm x 40mm x 5mm with oil painting, etc. complete
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Basement Floor
2
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Ground Floor
6
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First Floor
12
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Second Floor
10
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Third Floor
2
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Fourth Floor
5
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Fifth Floor
5
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Sixth Floor
5
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Seventh Floor
5
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Eight Floor
5
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Providing & fixing factory-made Single leaf 2 hour fire rated door as 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.
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Basement Floor
44
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Ground Floor
69
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First Floor
36
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Second Floor
34
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Third Floor
36
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Fourth Floor
36
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Fifth Floor
24
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Sixth Floor
24
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Seventh Floor
24
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Eight Floor
24
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Terrace Floor
24
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64a. Providing & fixing factory-made Single / Double leaf 2 hour fire rated door as 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.) 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.
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Basement Floor
60
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Ground Floor
64
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First Floor
79
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Second Floor
65
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Third Floor
70
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Fourth Floor
30
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Fifth Floor
91
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Sixth Floor
91
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Seventh Floor
91
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Eight Floor
91
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Terrace Floor
30
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Providing, erecting & fixing 45 mm thick Double Leaf Solid Core Flush door shutter and frame having 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 as teak wood architrave at outer side of the door frame as shown in drawing providing water cut enamel paint of approved colour to 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 shutter 120 min fire rated )
Fittings & Fixtures as per approved make
a, 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 finish
e, 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)
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Basement Floor
98
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Ground Floor
109
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First Floor
19
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Second Floor
131
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Third Floor
56
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Fourth Floor
42
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Fifth Floor
27
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Sixth Floor
29
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Seventh Floor
29
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Eight Floor
29
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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 door etc. completed at all floors and heights as specified and directed by EIC.
Second Floor
22
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Providing, erecting & fixing 35 mm thick Double Leaf Solid 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, providing water cut enamel paint of approved colour to 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 make
a, 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)
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Ground Floor
188
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First Floor
116
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Second Floor
56
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Third Floor
16
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Fourth Floor
99
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Fifth Floor
63
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Sixth Floor
68
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Seventh Floor
68
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Eight Floor
68
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Providing, erecting & fixing 35 mm thick Single Leaf Solid 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 make
a, 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).
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Basement Floor
47
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Ground Floor
105
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First Floor
80
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Second Floor
30
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Third Floor
15
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Fourth Floor
40
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Fifth Floor
192
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Sixth Floor
192
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Seventh Floor
192
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Eight Floor
192
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67a. Providing, erecting & fixing 35 mm thick Single Leaf Solid Core Flush door shutter 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 make
a, 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)
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Basement Floor
11
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Ground Floor
7
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First Floor
11
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Second Floor
230
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Third Floor
35
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Fourth Floor
92
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Fifth Floor
106
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Sixth Floor
106
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Seventh Floor
106
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Eight Floor
106
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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
53
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H. PAINTING WORK
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Providing and applying impression 24 carrat Luxury paint of approved make & approved brand Emulsion paint to interior walls and ceilings of approved quality, colour and shade to new surface in two coats, including sub surface prparation by Acrylic putty and Acrylic primer coats including scaffolding, preparing the surface. etc. complete(Low VOC).
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Basement Floor
12282
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Ground Floor
13780
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First Floor
17884
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Second Floor
17045
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Third Floor
14523
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Fourth Floor
11345
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Fifth Floor
12542
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Sixth Floor
12844
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Seventh Floor
12844
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Eight Floor
12844
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Terrace Floor
1459
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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.
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Ground Floor
8431
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First Floor
2204
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Second Floor
2051
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Third Floor
1575
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Fourth Floor
3112
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Fifth Floor
2541
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Sixth Floor
1551
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Seventh Floor
1551
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Eight Floor
1551
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Terrace Floor
4154
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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.
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Ground Floor
994
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First Floor
1004
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Second Floor
1004
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Third Floor
1004
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Fourth Floor
1004
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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.
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Basement Floor
10033
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Ground Floor
16915
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First Floor
16843
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Second Floor
19170
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Third Floor
7647
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Fourth Floor
10055
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Fifth Floor
7154
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Sixth Floor
7559
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Seventh Floor
7559
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Eight Floor
7559
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Terrace Floor
1575
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I. MISCELLANEOUS WORK
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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.
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Basement Floor
15
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Ground Floor
15
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First Floor
15
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Second Floor
15
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Third Floor
15
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Fourth Floor
15
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Fifth Floor
15
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Sixth Floor
15
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Seventh Floor
15
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Eight Floor
15
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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.
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Basement Floor
20
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Ground Floor
20
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First Floor
14
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Second Floor
30
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Third Floor
15
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Fourth Floor
18
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Fifth Floor
18
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Sixth Floor
18
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Seventh Floor
18
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Eight Floor
18
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Providing expansion joints in R.C.C. framed structure (at terrace level) with premoulded filler 25 mm thick and 3 mm thick aluminium plate as required, bituminous poured filler, fixing lead, flashing on upper side and T.W. battens on inner face finishing etc. Complete as directed.
Terrace Floor
15
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Providing expansion joints in R.C.C. framed structure (exterior Columns) with plain premoulded filler 25 mm thick and 3 mm thick alluminium plate, hold fast, fixing T.W. battens on internal face, finishing etc. complete as directed.
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Ground Floor
3
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First Floor
3
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Second Floor
3
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Third Floor
2
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Fourth Floor
2
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Fifth Floor
2
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Sixth Floor
2
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Seventh Floor
2
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Eight Floor
2
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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.
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Basement Floor
126
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Ground Floor
50
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First Floor
85
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Second Floor
28
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Third Floor
32
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Fourth Floor
32
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Fifth Floor
32
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Sixth Floor
32
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Seventh Floor
32
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Eight Floor
32
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Providing structural steel work in hollow section of various thickness and sizes in square, rectanular and round shape from 25mm to 450mm section as per IS 4923 YST 310 Grade produced from iron ore and blast furnace route etc. as per detailed designs and drawing or as directed including cutting, fabricating, hoisting, erecting, fixing in position, making riveted/bolted/ welded connections and painting complete.
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Basement Floor
1
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Ground Floor
9
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First Floor
2
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Second Floor
2
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Third Floor
3
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Fourth Floor
3
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Fifth Floor
3
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Sixth Floor
3
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Seventh Floor
3
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Eight Floor
3
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Terrace Floor
2
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78a. Providing and fabricating structural steel work in rolled sections like joists, channels, angles, tees etc. as per detailed design and drawings or as directed including cutting, fabricating, hoisting, erecting, fixing in position making riveted / bolted /welded connections without connecting plates, braces etc. and including one coat of anticorrosive paint and over it two coats of oil painting of approved quality and shade etc. complete.
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Basement Floor
83.18
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Ground Floor
1
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First Floor
1
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Second Floor
1
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Third Floor
1
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Fourth Floor
1
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Fifth Floor
1
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Sixth Floor
1
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Seventh Floor
1
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Eight Floor
1
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Terrace Floor
2
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Providing and fixing 40mm diameter and 1.5 mm thick Stainless steel hand railing in S.S.304 Grade including fabricating ,fixtures, errecting, necessary welding, grinding, finishing, buffing to stainless steel pipe etc. complete
Ground Floor
102
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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.
42242
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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).
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Ground Floor
550
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First Floor
244
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Second Floor
244
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Third Floor
253
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Fourth Floor
253
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Providing and fixing car parking area column rubber guard / PVC - Acrovyn Corner Guards Size 100 x 100 x 8mm x 800 mm length and material approved by architects as direction of EIC.
1155
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Providing and fixing convex mirror Size 32" dia material approved by architects as direction of EIC.
16
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Providing and fixing Rumbler Strips (Ramp area 1.5 m c/c) Size 100 mm wide x 25 mm height x 1000 mm Length) material approved by architects as direction of EIC.
882
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Providing and fixing Speed breakers Size 350 x 500 x 50 mm material approved by architects as direction of EIC.
205
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Dismantling brick masonry in lime or cement mortar and stacking the materils as directed with all leads, lifts etc.
1541
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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.
1797
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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.
2
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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.
2
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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.
5
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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
6
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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.
15
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J. SITE DEVELOPMENT WORK
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Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment orstacking as directed.
8206
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Supplying hard murum/ kankar at the road site, including conveying and stackingcomplete.
3730
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Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
3730
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Compacting the hard murum side widths including laying in layers on each side withvibratory roller including artificial watering etc. complete.
7460
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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant MixMethod and Grading - I Material
1492
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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader / Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant MixMethod and Grading - II Material
1492
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Providing and laying Cast in situ/Ready Mix cement concrete M-25 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. including bailing out water, Steel centering, formwork ,cover blocks, laying/pumping, compaction and curing 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)
258
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Providing and laying Cast in situ/Ready Mix cement concrete in M-25 of trap/ granite/ quartzite/ gneiss metal for R.C.C. pardi / SWD wall of required thickness including steel centering, formwork, cover blocks, laying/pumping, compacting and roughening them if special finish is to be provided and curing 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)
352
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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 bed of crushed sand of 25 to 30 mm thick including skirting joints and cleaning etc. complete. (using 100% crushed sand)
7460
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Providing and laying in-situ M35 Grade unreinforced plain cement concrete pavement with 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 gradation as 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 grades as directed by Engineer-in-charge and curing by 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 with depth of 75mm and maintaining the same throughout curing period by any other method approved by Engineer-in-charge.
189
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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 directed including 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.
600
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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/C and 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.
950
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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.
105
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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.
53
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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.
53
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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.
53
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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
934
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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)
173
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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)
8672
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Providing and erecting chain link fencing 1.6 M. height with G.I. chain link of size 50 x 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 and bottom of 25 x 25 x 5 mm size and vertical M.S. flat 35 x 5 mm and 25 x 5 mm horizontal including cross support of 40 x 40 x 6 mm angles both side at every corner or bend embedded in concrete blocks of 1:4:8 of size 450 x 450 x 670 mm including 3 coats of oil painting etc. complete.
147
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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.( consolidated thickness).(As per P&G DSR
2022-23 Items of garden work,Sr No.36a)
8987
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Supplying on site well decomposed Farm Yard Manure for excavation area of depth of 30 cms. ( consolidated thickness).(As per P&G DSR
2022-23 Items of garden work,Sr No.36b).
8987
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Providing on site required variety of Shrubs (free from weeds /diesease etc.) 30 cms. apart c/c.Name:- Murraya(Kamini);Bag Size 7'' x 8" (plants list) 1(a) serial no 15
5250
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Excavation for planting lawn/ shrub/ flower bed/ hedges/ edges/ canna bed in earth, soil of all types, soft murum, including removing the excavated material up to a distance of 50 mtrs. for a depth of 30 cms.(
8987
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Filling fresh garden soil / silt & manure in excavated area of depth 30cms. (1/10 of unskilled labour)(As per P&G DSR 2022-23 Items of garden work,Sr No.13)
8987
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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)
2625
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Maintainance of Newly Developed lawn(Instant Lawn) Area. For First 30 days Only (As per P&G DSR 2022-23 Items of
garden work,Sr No.29)
8987
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Mixing garden soil/silt & manure thoroughly well, watering previous night. Planting reqired plant species, lawn grass as directed etc. complete for required depth 30 cms. for planting lawn/ shrub/ flower bed/ hedges/ edges/ canna bed/ ground cover. (1/10 of semiskilled labour)(As per P&G DSR 2022-23 Items of garden work,Sr No.23)
8987
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Maintainance of Newly Developed Shrubs
Area. For First 30 days Only (As per P&G DSR 2022-23 Items of garden work,Sr No.31)
5250
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Providing on site required variety of Tree (free from weeds /diesease etc.) 30 cms. apart c/c.Name:- Bahava;Bag Size 13 x13'', ht 6- 8'(plants list sr no1,item no 5B)
158
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Excavation pit size 0.60 x 0.60 x 0.60m for planting small & medium ornamental plants/ large flowering/ shady trees (plant height 1 to 2 mtr.)/ palm varieties upto height 1 to 2 mtrs. in earth, soil of all types, soft murum, including removing the excavated & unwanted material up to a required distance of 50 mtrs. (As per P&G DSR 2022-23 Items of garden work,Sr No.11)
158
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Maintainance of Newly Planted tree varities having height 1mtr. - 2mtr. For First 30 days Only (As per P&G DSR 2022-23 Items of garden work,Srs No.34)
158
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K. Façade & Canopy Work
-
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General Notes:
Supply & fixing in position at all floors integrated colour SDPC 60-80 microns (as approved by architect) matt finished aluminium work work for door, window, glazing. louver with extruded built-up standard sections of Jindal/ Gujarat Aluminium or other approved make conforming IS: 733 & IS: 1285 fixing with mechanical fasteners of required size, including filling up the gaps at junctions i.e. top, bottom & sides with required EPDM rubber / neoprene / weather sealant etc. Aluminium section shall be smooth, rust free, straight and jointed mechanically wherever required, including cleat angle, aluminium snap beading for glazing / panelling, stainless steel screws all complete.
The Aluminium consisting of followings described as 'under: - All fixing shall be concealed. 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 alloy
Fixing 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
"Bottom rail shall be with self draining gutter section unless
noted otherwise."
Rollers as per approved make list
Concealed locking arrangement.
In louvered windows, extruded sections only shall be used.
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All fitting and fixtures such as lever locks, handles, hinges, concealed tower bolts, door closer etc. shall be suited to sections and be of approved make. They shall be finished in matching coating or as approved. All casement windows shall have restrictor to restrict the opening of the window.
Supply and fixing of aluminium work shall be carried out from '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 Sqmt
Prior to start of work supplier shall submit detailed full scale Shop drawings including plan, elevation and detail of fixing with structural calculation for approval of the EIC. Samples of each item on full scale or smaller scale as directed by the EIC shall be 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
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Lower Floor Glazing - Wind Pressure 1.7 kpa
-
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Curtain wall Glazing
Design, Fabricate, deliver (to job site) and install structurally 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)
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Ground Floor
1350
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First Floor
1700
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Second Floor
1849
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Third Floor
1348
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ACP at Spandrel Location
4mm 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)
2219
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Backpan Insulation
1.2 mm GI sheet + 48kg/m3 insulation glass wool with black veil
2219
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Fire Stop Smoke Seal by certified supplier
Providing & fixing rock 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 manufacturer The whole assembly will have a top GI cover of 2mm
1564
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Top Hung windows:
Providing and fixing top hung openable window, ventilator shutters and partitions or stand alone etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . Openable Top hung windows including operating hardware and restrictor of make Securistyle/cotswold or as approved by Engineer-in-charge like two / four point locking arrangements with handle, self balancing friction stay, fastening kits rod ends , restrictors wedge at top etc all complete. Contractor to consider aluminium section required hardware including friction stays, locking arrangements etc Locking to be specified as per calculation.
Size - 1200mm x 1550mm
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Ground Floor- 81 Nos.
150.66
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First Floor - 95 Nos.
176.7
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Second Floor- 106 Nos.
197.16
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Z Louvers
Providing 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 the drawings 221150 , Width - 103.2mm Height - 50.8mm. The louvers shall be extruded Aluminum profile of T6 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 , plates shall be anodized 20-25microns Third Floor
739
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Aluminim Horizontal Fins
Design Engineer fabricate and install the horizontal fins as shown the drawings. The fins shall have a 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.
1564
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Aluminim Vertical Fins
Design Engineer fabricate and install the vertical fins as shown the drawings. The fins shall have a 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.
1313
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Coping at top of 3rd Floor
4mm 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)
395
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Glass Railing at 3rd Floor
Design 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 1200mm
Glazing laminated Glass: 8mm FT + 1.52mm SGP/DG + 8mm FT
450
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Staircase Glazing - Wind pressure 2 kpa
Specification same as Sr. No. 110.01 (System with Vision Glass)
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First Floor
160
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Second Floor
160
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Third Floor
107
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Fourth Floor
120
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Fifth Floor
120
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Sixth Floor
120
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Seventh Floor
120
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Eighth Floor
120
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Terrace Floor
149
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Glass at Spandrel Location - 8mm FT Glass
753
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Backpan Insulation - 1.2 mm GI sheet + 48kg/m3 insulation glass wool with black veil
753
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Fire Stop Smoke Seal by certified supplier
Providing & fixing rock 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 manufacturer The whole assembly will have a top GI cover of 2mm
299
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Top Hung windows: (only system cost)
Size - 1500mm x 1000mm
-
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First Floor- 8 Nos.
12
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Second Floor- 8 Nos.
8
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Third Floor- 8 Nos.
8
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Fourth Floor- 8 Nos.
8
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Fifth Floor- 8 Nos.
8
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Sixth Floor- 8 Nos.
8
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Seventh Floor- 8 Nos.
8
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Eighth Floor- 8 Nos.
8
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Aluminim Horizontal Fins
Design Engineer fabricate and install the horizontal fins as shown the drawings. The fins shall have a 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.
315
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Entrance Glazing - Conventional Curtain wall Glazing
Design, 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 cap with 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 microns approved 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.
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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 Glazing
Ground Floor (Front Elevation)
474
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Single Height Glazing
Ground Floor (Elevation Left & Right)
110
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Aluminium Cladding
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First Floor
145
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Extra for MS support
2
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Double Leaf Swing Doors
Extra 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.
34.56
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Canopies
Glass Canopy
Design, 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.
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Entrance
130
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Lobby - Left & Right
83
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Connecting Building
170
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Extra over for MS support
17
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Upper Floors- Wind Pressure 2 kpa
Casement windows
Design, 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 approved Silicon with priming to avoid seepage and water ingress. Size - 3000mm x 1850mm (Cost includes System with glass)
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Fourth Floor- 64 Nos.
362
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Fifth Floor- 64 Nos.
362
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Sixth Floor- 64 Nos.
362
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Seventh Floor- 64 Nos.
362
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Eighth Floor- 64 Nos.
362
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Waiting Lounge Glazing
Specification same as Sr. No.113 (Cost includes System with glass)
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Fourth Floor
37
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Fifth Floor
37
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Sixth Floor
37
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Seventh Floor
37
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Eighth Floor
37
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Glass Railing
Design 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 1200mm
Glazing laminated Glass: 8mm FT + 1.52mm SGP/DG + 8mm FT
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Fourth Floor
15
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Fifth Floor
15
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Sixth Floor
15
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Seventh Floor
15
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Eighth Floor
15
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Ramp Glazing - Specification same as Sr. No.110.01 (Cost includes System with glass)
System with Glass
2113
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Louvers at MLCP
Design, 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.
3141
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The Total value of Schedule4
1
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