Tender For Construction Of Property Development Buildings Near Thirumangalam Metro Station Along The Viaduct In Open Land Parcels Including Civil, Architectural Finishes, Plumbing, E&M, Hvac, Lifts And All Associated Works, Thirumangalam-Tamil Nadu

TDR : 54695075

Tender Notice
BOQ

27 Days Left

Thirumangalam , Tamil Nadu

Tender Brief : Tender For Construction Of Property Development Buildings Near Thirumangalam Metro Station Along The Viaduct In Open Land Parcels Including Civil, Architectural Finishes, Plumbing, E&M, Hvac, Lifts And All Associated Works

Document Fees
₹ 40000 /-

EMD
₹ 41230000.0 /-

Tender Value
₹ 412.30 Crore /-

Submission Date
16-04-2026

Competition Type
Indian

Bidding Type
Works

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1	NOTE:1.Evaluation will be done by excluding Provisional sum and GST Amount 2.GST is to be quoted @ rate of 18% 3.The bid price shall be net of Input Tax credit availed by the bidder i.e., base price shall not have any GST component in it. In effect, the clause 171 of GST, that is, the Anti-Profiteering Rule shall be adhered to. A self-declaration from the bidder on clause 171, shall be attached with the invoice. The output GST paid by the bidder shall be reimbursed by CHENNAI METRO RAIL LIMITED on production of the documentry evidence
2	SUMMARY OF PRICE BID
3	PILE FOUNDATION AND OPEN FOUNDATION
4	Piles:- Providing and installing cast-in-situ vertical bored piles of required depth as per approved GFC drawing with M35/20 grade of reinforced cement concrete using Portland slag cement including all operations such as mobilization, installation and shifting of piling rig etc., in all soil strata, road, footpath, including boulders and kankar and soft rock / weathered rock. The item includes disposal of earth, muck, slush released from piles, top cut portion of pile at contractor's dumping ground with all leads and lifts as per the approved methods & specifications.The rate shall include all operations required for installation of pile such as installation of rig, shifting of hydraulic rig, construction of approach temporary road / bridge for pilling rig etc.The cost shall also include the cost of empty boring with MS temporary liner as per site requirement. The Cost shall also include cutting/chipping of pile up to cut off level or up to good concrete and built up of pile up to required level( as per drawing). Rate shall include cost of using required dosage of admixture in concrete for obtaining required workability as per approval of Engineer in Charge. Cost for temporary casing shall be included in the rate.Piling / Drilling shall be done by use of hydraulic rotary rigs using temporary casing till required depth(Min 16 Mtr ) as per construction sequence. Polymer slurry to be used as directed by the Engineer-in-charge. . The item shall also include the cost of Polymer to be used for stabilisation of bore. Bentonite shall be allowed with the specific approval of Engineer based on the soil strata. Socketing shall be as per specification and the decision of Engineer shall be final.Note: Pile measurement shall be from cut-off level to founding level as shown in the drawing. The cost of reinforcement shall be paid separately.
5	For 1200 mm dia pile by hydraulic rigs using partial depth temporary casing with polymer
6	Dry boring using suitable boring equipment for piles of 1200 mm diameter, in all types of soil (except rock), up to the bottom of the base slab, including setting out, providing, installing, and removing temporary casing of required diameter, collecting and disposing of excavated material, maintaining verticality and diameter as per specifications and drawings, cleaning the bore at required level, and after removal of casing, providing and filling approved soil in the annular space as per drawing, technical specification, and direction of Engineer-in-Charge.For 1200 mm dia pile by hydraulic rigs using partial depth temporary casing with polymer
7	Extra for providing permanent liner of required thickness MS* wherever required in 800mm/1200mm/1500mm dia. piles.
8	Excavation:- Excavation upto Base Slab from Ground Level within the station diaphragm wall in all types of soil and rock including removal and disposal of the excavated material upto the designated dumping yards.
9	Carrying out initial vertical load tests as per relevant IS Code (IS: 2911, Part IV) including all arrangements for measuring settlements and submitting reports in 3 sets. Rate to include boring, cost of RCC, reinforcement etc. for test piles as well as reaction piles, making of pile head ready including building up in concrete, if required for testing at the desired level, supporting / reaction arrangement (including reaction piles / soil / rock anchors, if any) for the kenteledge i. e. test load. 2.5 times the design vertical load. The test arrangements to be designed for additional 25% of the test load.
10	1200mm dia pile (Design Vertical Load 470 Mt)
11	Carrying out initial lateral load tests as per relevant IS Code (IS: 2911, Part IV) including all arrangements for measuring deflections and submitting reports in 3 sets. Rate to include boring, cost of RCC, reinforcement etc. for test piles as well as reaction piles, making of pile head ready including building up in concrete, if required for testing at the desired level, supporting / reaction arrangement (include reaction piles/ soil / rock anchors, if any) for the kenteledge load i. e. test load . 2.5 times the design lateral load. The test arrangements to be designed for additional 25% of the test load.
12	1200mm dia pile (Design Lateral Load 50 Mt)
13	Carrying out routine vertical load tests as per relevant IS Code (IS: 2911, Part IV) including all arrangements for measuring settlements and submitting reports in 3 sets. Rate to include boring, cost of RCC, reinforcement etc. for test piles as well as reaction piles, making of pile head ready including building up in concrete, if required for testing at the desired level, supporting / reaction arrangement (including reaction piles / soil / rock anchors, if any) for the kenteledge i.e. test load is 1.5 times the design vertical load . The test arrangements to be designed for additional 25% of the test load.
14	1200mm dia pile (Design Vertical Load 450 Mt)
15	Carrying out routine lateral load tests as per relevant IS Code (IS: 2911, Part IV) including all arrangements for measuring deflections and submitting reports in 3 sets. Rate to include boring, cost of RCC, reinforcement etc. for test piles as well as reaction piles, making of pile head ready including building up in concrete, if required for testing at the desired level, supporting / reaction arrangement (including reaction piles / soil / rock anchors, if any) for the kenteledge i.e. test load. is 1.5 times the design lateral load. The test arrangements to be designed for additional 25% of the test load.
16	1200mm dia pile (Design Lateral Load 20 Mt)
17	Non destructive integrity testing of cast in situ piles of any dia and as per specifications, and submitting reports. Performing and carrying out Pile Integrity Test (low strain) on vertical pile of any dia as per specifications. The test shall be carried out by agency approved by engineer in charge and as per requirement of IRC 78 : 2014 Appendix-7.The item shall include bending of reinforcing bars, preparation of pile head ready for testing at desire level, all necessary arrangements required for the test including testing with pile driving analyzer or approved equivalent. To be carried out at least 15 days after concreting of piles. The item is including complete testing with approved apparatus, analysis of results and conclusions including submission of test reports in three hard copies with soft copy in CD. All as per specification and as directed by the Engineer-in-charge.
18	IN-SITU CONCRETE WORK
19	Rates Quoted for items under Schedule A-2 shall include the following:
20	i) Cost of providing grooves,inserts, chamfers, molding, cutout etc. in formwork.
21	ii) The work will include placing in position of necessary sleeves for various purposes, anchors, shear connectors, fixtures, inserts etc. complete as per technical specifications and drawings and as directed by the Engineer
22	iii) The rate shall also include preparation of construction joints as per technical specifications and provided approved wire mesh/ weld mesh at such location as approved by the Employer's Representative or as shown in drawings.
23	iv) Rate shall include cost of using required dosage of admixture in concrete for obtaining required temperature, workability and retardation as per approval of the Engineer
24	v) Rate shall include cost of using necessary tools, plants, machinery and all related operations etc. for all heights as per approval of the Employer's Representative.
25	vi) Rate shall include cost of vibration of concrete, curing, protecting from damage, bailing/pumping out water if required as directed by the Engineer
26	vii) Reinforcement shall be paid separately.
27	viii) The cost shall be inclusive of the cost of centering, shuttering, scaffolding, providing cutouts where specified, curing arrangements as required, steam curing arrangement if deemed necessary, all handling etc. complete
28	PCC:- Providing and laying plain cement concrete, M 15/20 grade as per approved design mix for Minimum 75/100mm thick PCC for levelling course below pile cap & open foundation extending 75/100mm all round beyond pile cap & open foundation. Rate shall include the cost of shoring, strutting, centering, shuttering, scaffolding, with necessary dewatering, formwork, compacting, curing arrangements as required etc. complete using required dosage of admixture in concrete for obtaining required workability as per approval of Engineer.Note:-Rate shal include excavation upto required depth and disposing the excavated earth at designated dumping yard, including all leads, lifts, etc.and finishing as directed complete as per approved drawing, specification and as directed by Engineer-in-charge. Rate shall include preparing surface to receive PCC, and required dosage of admixture in concrete for obtaining required workability as per specifications and approval of Engineer-in-charge.
29	PILE CAP :-Providing M 35/20 concrete (using Portland slag cement) for following concrete works of 'Pile cap including excavation upto required depth through existing concrete and water bound macadam road /bituminous road / cement road of all thicknesses including dismantling other structures, dead utilities etc., all kinds of soil and rock including dewatering, pumping and bailing out water, strutting and shoring etc. This item also includes centering and shuttering and backfilling with graded soil in foundation including watering, compacting with a vibratory plate compactor and loading, leading and disposal of surplus excavated material using lockable and covered trucks so as to ensure that during transportation the carried material does not spill out.'Maximum lead to dumping ground will be all leads.Reinforcement shall be paid separately. Rate shall include cost of using required dosage of admixture in concrete for obtaining required workability, curing and all related works as per drawing and specifications
30	Raft :-Providing M 35/20 concrete (using Portland slag cement) for following concrete works of 'Raft including excavation upto required depth through existing concrete and water bound macadam road /bituminous road / cement road of all thicknesses including dismantling other structures, dead utilities etc., all kinds of soil and rock including dewatering, pumping and bailing out water, strutting and shoring etc. This item also includes centering and shuttering and backfilling with graded soil in foundation including watering, compacting with a vibratory plate compactor and loading, leading and disposal of surplus excavated material using lockable and covered trucks so as to ensure that during transportation the carried material does not spill out.'Maximum lead to dumping ground will be all leads.Reinforcement shall be paid separately. Rate shall include cost of using required dosage of admixture in concrete for obtaining required workability, curing and all related works as per drawing and specifications
31	Columns:- Providing and Laying M50/20 concrete as per the approved design mix for Reinforced Concrete for columns of all heights & shapes including steel shuttering, steel props, scaffolding, positioning of inserts, curing, necessary tools, plants, machinery and all related operations etc., as required to complete the work as per drawing & specifications. Rate shall include cost of using required dosage of admixture in concrete for obtaining required workability, curing compound as per specification & approval of Engineer-in-charge.Form work to be designed in a such way that traffic on road is allowed during the work at all times. Reinforcement shall be paid separately. Note:(i)At the junction of \\"Pile cap - Column\\" and at the top surface of the starter of column (which is normally less than 2m length), where cold joints are unavoidable,the old concrete surface should have adequate shear keys depressions, reinforced dowels and a layer of concrete bonding compound. The rate is inclusive of all above bonding agents/methods.
32	Cast in situ Slabs, :- Providing M35/20 grade of concrete as per approved design mix for Reinforced Concrete for Cast in situ Slabs, at all heights including centering, steel shuttering, scaffolding, positioning of inserts, providing neseccary cut outs, curing and all related operations as required to complete the work as per drawing & specifications. Rate shall include cost of using required dosage of admixture in concrete for obtaining required workability,curing compound as per approval of Engineer-in-charge. Reinforcement will be paid separately.(Note: Rate includes provision of sacrificial formwork for casting of slab).
33	Providing reinforced cement concrete including excavation through existing concrete and water bound macadam road / bituminous road / concrete road /soil/morrum/ hardrock /soft rock old structures below ground as encountered of all thicknesses including dismantling other structures, dead utilities , including dewatering, pumping and bailing out water, strutting and shoring, curing etc. This item also includes formwork and backfilling in foundation with good earth/quarry dust/sand including watering, compacting with a vibratory plate compactor. The contractor has to ensure that during transportation the carried material does not spill out. Reinforcement shall be paid separately. Rate shall include cost of using required dosage of admixture in concrete for obtaining required workability as per approval of Engineer-in-charge.
34	For Concrete Grade M35/20 RCC for Sump and Pump Room(Bottom slab, wall, column of any shape, top slab, beam, etc.)
35	Providing M 35 concrete for Reinforced concrete for Shear Walls as specified in drawings, incl. centering, shuttering, scaffolding, curing and all related operations as required to complete the work. Rate shall include cost of using required dosage of admixture in concrete for obtaining required workability,curing compound as per approval of Engineer-in-charge. Reinforcement will be paid separately.
36	REINFORCING STEEL
37	Reinforcing Steel :- 'Providing Thermo-Mechanically Treated (TMT) reinforcement steel of Fe-500D grade,conforming to IS1786 (latest) from approved list of supplier/s, including straightening, cutting, bending, tying, lapping of bars/ butt welding, placing including couplers, 18 gauge G.I. twin binding wire, after placing in position tying, lapping and /or welding wherever required and anchoring to the adjoining members including cost of all materials, bar bending charges, labour, lead & lifts etc. wherever necessary as per drawings complete as per specifications and as directed including welding involved towards stray current protection effects as per the system approved by Engineer. Note:- 1. The cost quoted shall include, cover providing mechanical couplers, all types of laps, standard laps, chair, spacers, bend deduction as SP 34 etc., as required and nothing extra is payable on this account. (Laps , Hooks, and Wastages shall not be paid seperately).2. The rate includes anti corrosive coating with Cement + Inhibitor solution as per Technical specifications.
38	STRUCTURAL STEEL
39	Providing, fabricating to required profile and shape, transporting, erecting and fixing in position at all levels of steel work conforming to IS 2062:2011 of Grade E410 BR / B0 including procurement & testing of all raw steel materials, HSFG all grades of bolts, nuts & washer, fasteners, fabrication, joining, welding, threading, sleeves etc.Allowance for all types of wastage's, straightening, cutting, bending of section wherever specified, drilling holes, bolting provision of necessary tools, testing etc. The rate shall also include required surface preparation (Sand Blasting) for application of Zinc Epilux or equivalent primers, and two coats of PU paint as per specifications. The rate shall also include supplying and providing of detailed fabrication drawings based on the GFC drawings, required for all permanent and temporary structures and their approval from Engineer in charge's prior to execution. The rate shall also include provision and installation of base plate, anchor bolts (measured in tonnes) etc. all as per relevant drawings, specifications and directions of engineer. Using standard plate sections, rolled sections, angles, channels, I sections, T sections, C sections, H sections, hollow round/square/rectangle sec etc., bolted / welded and built.up sections
40	MASONRY, BEARINGS, EXPANSION JOINT AND DRAINAGE WORK
41	Drainage :- 'Viaduct portion – Providing & fixing of HDPE corrugated double wall rain water pipe 200mm dia., down take pipes, bends, couplers, upper receiving cap etc. upto bottom of building as specified in drawings.
42	Providing and fixing GI Grating ( upper receiving cap) for 200 mm dia HDPE down take pipe ( hot dipped galvanised@650 gm/sqmt) for 200mm dia pipe as per drawings.
43	Providing and fixing of HDPE corrugated double wall pipe 100 mm dia including bends,couplers, etc., upto bottom of the pier for running service wires as specified in drawing
44	Expansion Joint:Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it’s components. System shall consist of metal profiles with an universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self – centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as app.
45	Diaphragm Wall - Tower C
46	Installation C14:C31of Diaphragm walls Grade M40 including providing guide walls, removal of excavated materials from site, placement of reinforcement cage, flushing, concreting by tremmie method, water stopper, sonic tube,test upon completion, etc (as per recommended specifications and drawings)and providing as built records.
47	Excavation of Diaphragm wall by Mechanical Grab (800 mm)
48	D Wall (800 mm) M40 concrete
49	Providing TMT-500 grade steel bar reinforcement (conforming to IS:1786, HYSD Fe 500 grade) at all heights & depth as per the Employer’s Drawings, the Employers Requirements, and the Scope of Works covered in Part-2.
50	Couplers
51	Coupler for 20 mm diameter reinforcement bar
52	Coupler for 25 mm diameter reinforcement bar
53	Coupler for 32 mm diameter reinforcement bar
54	Temporary Steel Works
55	Strut,Walers,Waler Brackets,Runners,Runner Brakets,Lateral Supports, King Post, Soldier piles along with timber lagging,Pre loading,Monitorings etc.
56	Temporary Works, Supply & Fabication, Installation & Removal
57	Diaphragm Wall - Tower C
58	Installation of Diaphragm walls Grade M40 including providing guide walls, removal of excavated materials from site, placement of reinforcement cage, flushing, concreting by tremmie method, water stopper, sonic tube,test upon completion, etc (as per recommended specifications and drawings)and providing as built records.
59	Excavation of Diaphragm wall by Mechanical Grab (800 mm)
60	D Wall (800 mm) M40 concrete
61	Providing TMT-500 grade steel bar reinforcement (conforming to IS:1786, HYSD Fe 500 grade) at all heights & depth as per the Employer’s Drawings, the Employers Requirements, and the Scope of Works covered in Part-2.
62	Couplers
63	Coupler for 20 mm diameter reinforcement bar
64	Coupler for 25 mm diameter reinforcement bar
65	Coupler for 32 mm diameter reinforcement bar
66	Temporary Steel Works
67	Strut,Walers,Waler Brackets,Runners,Runner Brakets,Lateral Supports, King Post, Soldier piles along with timber lagging,Pre loading,Monitorings etc.
68	Temporary Works, Supply & Fabication, Installation, Removal
69	Masonary & Concrete Works
70	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
71	1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
72	Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry 100 mm/115mm/ 125 mm/ as per drawings thick with Grade-I AAC blocks of density 551 to 650 Kg/ cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level in cement mortar 1:4 (1 cement : 4 coarse sand). The rate includes providing and placing in position 2 Nos 6 mm dia M.S. bars at every third course of masonry work.
73	Providing and laying Autoclaved Aerated concrete (AAC) blocks masonry with 150mm/200mm/230mm/300 mm/as per drawings thick with Grade-I AAC blocks of density 551 to 650 Kg/ cum conforming to IS: 2185 (Part 3) in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
74	Granite Stone Works
75	Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
76	Granite of any colour and shade
77	Area of slab over 0.50 sqm
78	Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
79	Granite work
80	Extra for fixing marble / granite stone, over and above corresponding basic item, in facia and drops of width upto 150 mm with epoxy resin based adhesive, including cleaning etc. complete.
81	Extra for providing opening of required size & shape for wash basin / kitchen sink in kitchen platform, vanity counter and similar locatoin in marble / Granite / stone work, including necessay holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.
82	Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per direction of Engineer-in-charge and finishedsmooth.
83	Granite Stone of approved shade
84	Steel Works
85	Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
86	In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete
87	In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
88	Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.
89	M.S. tube
90	Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, sheets, grating, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (This item is for SS Railing of Straight, Curved /Spiral etc)
91	Providing and fixing stainless steel (SS 304 grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per direction of Engineerin-charge complete.
92	205 X 19 mm
93	Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer’s specifications including appropriate priming coat, preparation of surface, etc. complete.
94	On steel work
95	On concrete work
96	Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
97	Providing and fixing chromium plated brass night latch of approved quality including necessary screws etc. complete.
98	Providing and fixing bright /matt finished Stainless Steel handles of approved quality & make with necessary screws etc all complete.
99	125 mm
100	Providing and fixing anchor bolt or fastner required size in masonary/C.C/Concrete/frame of structure etc. surface backing including drilling necessary holes and the cost of bolt etc complete in all respect as per instruction of Engineer-in-charge.
101	10mm dia 60mm long
102	16mm dia 80 mm long
103	24mm dia 120mm long
104	24mm dia 140 mm long
105	24mm dia 160 mm long
106	Aluminium and Glazing Works
107	Providing and fixing aluminium work for doors, windows, ventilators, louvers and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS : 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred & jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/ panelling 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) :
108	For fixed portion
109	Powder coated aluminium (minimum thickness of powder coating 50 micron)
110	For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
111	Powder coated aluminium (minimumthickness of powder coating 50 micron)
112	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item):
113	With float glass panels of 5.50 mm thickness
114	Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.
115	Upto 5mm depth and 5 mm width
116	Providing and supplying aluminium extruded tubular and other aluminium sections as per the architectural drawings and approved shop drawings , the aluminium quality as per grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80 microns conforming to AAMA 2604 of required colour and shade as approved by the Engineer-in-Charge. ( The item includes cost of material such as cleats, sleeves, screws etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be paid on this account). The weight of aluminium extruded section shall be taken for purpose of payment.
117	Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of the building , for all heights and all levels etc. including:
118	(a) Structural analysis & design and preparation of shop drawings for pressure equalisation or rain screen principle as required, proper drainage of water to make it watertight including checking of all the structural and functional design.
119	(b) Providing, fabricating and supplying and fixing panels of aluminium composite panel cladding in pan shape in metalic colour of approved shades made out of 4mm thick aluminium composite panel material consisting of 3mm thick FR grade mineral core sandwiched between two Aluminium sheets (Each 0.5mm thick). The aluminium composite panel cladding sheet shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin coating of approved colour and shade on face # 1 and polymer (Service) coating on face # 2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone sealant, backer rods etc.
120	(c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic contacts all complete required to perform as per specification and drawing The item includes cost of all material & labour component, the cost of all mock ups at site, cost of all samples of the individual components for testing in an approved laboratory, field tests on the assembled working curtain wall with aluminium composite panel cladding, cleaning and protection of the curtain wall with aluminium composite panel cladding till the handing over of the building for occupation. Base frame work for ACP cladding is payable under the relevant aluminium item.s
121	The Contractor shall provide curtain wall with aluminium composite panel cladding, having all the performance characteristics all complete , as per the Architectural drawings, as per item description, as specified, as per the approved shop drawings and as directed by the Engineer-in-Charge. However, for the purpose of payment, only the actual area on the external face of the curtain wall with Aluminum Composite Panel Cladding (including width of groove) shall be measured in sqm. up to two decimal places.
122	Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 100x10 mm
123	Providing and fixing chromium plated brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.
124	Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : 125 mm
125	Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0mm thick & 2100 mm long with SS screws etc. complete as per direction of Engineer-in-Charge.
126	Powder coated minimum thickness 50 micron aluminium tubular handle bar
127	Providing and fixing aluminium handle of approved shape 100mm long with SS screws etc. complete as per direction of Engineer-in-Charge. Powder coated minimum thickness 50 micron aluminium.
128	Flooring Works
129	52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 Kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
130	Cement plaster skirting (up to 30 cm height) with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement.
131	18 mm thick.
132	Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
133	25 mm thick
134	Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
135	Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make, in all colours, shades, laid on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete.
136	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3Kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
137	Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.
138	40 mm thick with 20 mm nominal size stone aggregate
139	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, Dado/Wall over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sqm including grouting the joint with white cement & matching pigments etc. complete.
140	Size of Tile 600x600 mm
141	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/ sqm including grouting the joints with white cement and matching pigments etc., complete.
142	Size of Tile 600x600 mm
143	Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 Kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.
144	Glazed Vitrified tiles Matt/Antiskid finish of size
145	Size of Tile 600 x 600 mm
146	Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 on waterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement & marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cuts complete, including providing skirting upto 150 mm height along the parapet walls in the same manner.
147	Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it's components. System shall consist of metal profiles with a universal
148	aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall confirm to ASTM 6063).
149	Floor Joint of 100 mm gap
150	Suspended Ceiling Works
151	Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 m dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts and bolts of required size and other end of angle hanger fixed with intermediate G.I channels 45x15x0.9mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm Each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in direction perpendicular to G.I intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall / partition with the help of rawl plugs at 450 mm centres
152	with 25 mm long dry wall screws @ 230 mm interval, including fixing of gymsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 ,mm at 230 mm c/c including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound, jointing tapes, finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specifications and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per drawings, specification and direction of the Engineer-in-charge but excluding the cost of painting with:
153	12.5 mm thick tapered edge gypsum moisture resistant board
154	Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \\"T\\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \\"T\\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \\"T\\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \\"T\\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \\"T\\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of allT-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.
155	GI Metal Ceiling Lay in perforated Tegular edge global white color tiles of size 595x595 mm and 0.5 mm thick with 8 mm drop; made of GI sheet having galvanizing of 100 gms/sqm (both sides inclusive) and 20% perforation area with 1.8 mm dia holes and having NRC (Noise Reduction Coefficient ) of 0.5, electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending and perforation, and backed with a black Glass fiber acoustical fleece.
156	Finishing Works
157	12 mm cement plaster of mix (including staging and scaffolding at all levels including linear and curved surfaces) :
158	1:4 (1 cement: 4 Coarse sand)
159	20 mm cement plaster of mix (including staging and scaffolding at all levels including linear and curved surfaces) :
160	1:4 (1 cement: 4 coarse sand)
161	6 mm cement plaster of mix (including staging and scaffolding at all levels including linear and curved surfaces) :
162	1:3 (1 cement : 3 fine sand)
163	Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete (including staging and scaffolding at all levels including linear and curved surfaces).
164	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade.(including staging and scaffolding at all levels including linear and curved surfaces) :
165	New work (two or more coats) over and including water thinnable priming coat with cement primer
166	Finishing walls with textured exterior paint of required shade : (including staging and scaffolding at all levels including linear and curved surfaces) :
167	New work (Two or more coats applied @ 3.28 ltr/ 10 sqm) over and including priming coat of exterior primer applied @ 2.20 Kg / 10 sqm.
168	Finishing walls with water proofing cement paint of required shade : (including staging and scaffolding at all levels including linear and curved surfaces) :
169	New work (Two or more coats applied @ 3.84 Kg/10 sqm)
170	Wall / ceiling painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour.(including staging and scaffolding at all levels including linear and curved surfaces) :
171	Two coats
172	Plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. (including staging and scaffolding at all levels including linear and curved surfaces) :
173	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface (at all levels): (including staging and scaffolding at all levels including linear and curved surfaces) :
174	Water thinnable cement primer
175	White Washing with Lime to give an even shade:
176	New work (three or more coats)
177	Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. (including staging and scaffolding at all levels including linear and curved surfaces) :
178	Two coats
179	Water Proofing Works
180	Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 Kg/sqm mixed with water proofing cement compound @ 0.253 Kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 Kg/sqm mixed with water proofing cement compound @ 0.126 Kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. (The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.)
181	Providing and applying integral crystalline slurry of hydrophilic in nature for waterproofing treatment to the RCC structures like retaining walls of the basement, water tanks, roof slabs, podiums, reservior, sewage & water treatment plant, tunnels/ subway and bridge deck etc., prepared by mixing in the ratio of 5 : 2 (5 parts integral crystalline slurry : 2 parts water) for vertical surfaces and 3 : 1 (3 parts integral crystalline slurry : 1 part water) for horizontal surfaces and applying the same from negative (internal) side with the help of synthetic fiber brush. The material shall meet the requirements as specified in ACI212- 3R-2010 i.e by reducing permeability of concrete by more than 90% compared with control concrete as per DIN 1048 and resistant to 16 bar hydrostatic pressure on negative side. The crystalline slurry shall be capable of self-healing of cracks up to a width of 0.50mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guaranteed for 10 years against any leakage.
182	For vertical surface two coats @0.70 Kg per sqm per coat
183	For horizontal surface one coat @1.10 Kg per sqm.
184	Site Development Works
185	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
186	Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
187	80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.
188	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement : 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
189	Wood Works
190	Providing & fixing Toilet Cubicle (of following standard dimension which includes 600mm - 750mm door size width) made of heat, bacteria, water, chemical, scratch, impact and anti bacterial resistant 12mm thick solid compact laminate panels tested in approved laboratory. Finish of the compact laminate should be Suede, Raw silk model includes doors, pilasters & intermtediate panels finished with approved texture/shade as per the detail drawings & as per IS 2046 (Indian Standard) and as per fire retardant BS- 476/97 standard.
191	This also includes providing and fixing in position necessary hardware made out of Stainless steel (Grade 304-L) as per manufacturer’s specifications & Architects instructions like (1) Door Knob, (2) Gravity Hinges, (3) Thumb turn lockset with Occupancy indicators, (4) Coat hooks with Door stopper (5) U- Channels, (6) Adjustable foot/pedestal, (7) Top rail (8) Rubber noise deafening tape, (9) Screws & wall Plugs. All screws will of 304-L Grade in stainless steel with satin finish. All pilasters are supported by stainless steel Bottom Cladding.
192	The base of the stainless steel bottom cladding will be anchored to the floor with a clearance height upto 150mm. The top fitting should consist of SS top rail which will get fixed with pilasters. SS wall fixing is used only on the wall which will hold the SS top rail. Cubical sizes may vary upto +/- 200mm
193	Toilet Cubicle with standard dimension (approximate sizes) 2025mm Height x Upto 1200mm Width x upto 1550mm Length,
194	Granite Stone Works
195	Providing and laying Polished Granite Stone flooring in required design and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings, with 20mm thick Granite stone Slab of approved size, design and pattern etc over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand). laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing and polishing etc,. all complete as per specified and as directed by the Engineer-in-charge.
196	Dry Granite Cladding : 20 mm thick- mirror polished; Jeera white , Sadarali or euivalent:Supplying, providing and fixing prepolished granite stone work of up to and including sizes of 1200mmX600mm of approved colour/pattern with 4mm wide groove all around at all levels for wall linings/columns/skirting (veneer work) by mechanical arrangement with SS cramps/brackets (SS Grade 316), anchor bolts, 5mm vertical SS pins, 65mm long (SS Grade 316) of approved make and inserts as per drawings and specifications. The cost of making necessary grooves all around stone pieces, chamfering of corner edges and polishing are included. Allow for cutting of holes and box outs for services etc. Minimum Compressive strength shall be as per ISm1121(part 1) .Water absorption Test shall be carried out as per IS 1124.All Groove for fixing the Cramps to be cut on machine table only or as per direction of Engineer-in-chargeNote: Polished Granite stone slab of any colour and shade (Jet Black / Cherry Red / Elite Brown / Tan Brown / Lakha Red / Cat eye / Jeerawal White / P-White etc).
197	Extra for Flamed Finish of Granite
198	Providing & Fixing Polished Granite Coping, bull-nosed over 20 mm thick cement mortar 1:4(1 cement: 4coarse sand) bed joint treated with white cement mixed with matching pigment including Rubbing, Curing , Moulding & polishing to edge to give high gloss finish etc. complete.
199	30 mm thick
200	Granite Tread and Risers: Providing and fixing 20mm thick Honed Granite Stone on Staircase treads and landings including bull nosing. (rounding the nose and making groove in tread) of steps not exceeding 32 cm in width of any approved colour and shade (Jeerawal white/P white etc or any), size and pattern, (sample of granite stone shall be approved by Engineer-in-charge) backing filled with checmical adhesive of approved make (BAL Endura / Duo-Bond / Laticrete / Bafer of diamond rated / Star) complete as per specifications and relevant archtectural drawings. There should be minimum gap between stones, and the gap should be grouted with higher polymer epoxy grout of make (BAL Endura / Duo-Bond / Laticrete / Bafer - mappal of diamond rated / Star),. The rates include all materials (Granite Stone , chemical Adhesive, Epoxy grout and all necessary materials required to complete the Job), labour, tools, plant and quipments. Nothing shall be paid extra.
201	Providing and laying 18mm thick mirror polished Granite stone in risers / Skirting of approved colour, size and pattern(sample of granite stone shall be approved by Engineer in charge) over 12mm thick bed of cement mortar 1:4(1 cement:4 coarse sand) and jointed with neat cement slurry mixed with pigment to match the shade of granite stone complete as per specification and relevant drawing.
202	Flooring Works
203	Providing and Laying Foam Concrete for raised flooring as/of density 1200Kg/cum
204	Vaccume Dewatering Flooring: Providing and laying Vacuum Dewatered Flooring of M-25 grade cement concrete using ready mixed concrete supplied from an approved batching plant and upto 200mm thickness. The concrete shall be transported, placed, compacted, and leveled using appropriate mechanical means such as screed board vibrators to achieve uniform thickness and surface level. Immediately after compaction, the concrete surface shall be subjected to the vacuum dewatering process to remove excess water and to enhance the surface strength and durability of the floor. The surface shall then be finished by floating and brooming with a wire brush to obtain a non-slip texture, or as directed by the Engineer-in-Charge.
205	The item shall include all operations such as providing and fixing necessary formwork or shuttering, supplying all materials, labour, tools, and machinery required for laying, compaction, dewatering, finishing, and curing of concrete. The work shall be carried out in accordance with the approved drawings, relevant specifications, and instructions of the Engineer-in-Charge, complete in all respects.
206	Finishing Works
207	Providing and applying two coats (maximum 8 sqm/litre per coat with minimum 125 micron wet film thickness per coat) of two-part, high build, solvent free , water emulsified epoxy resin based anti- dust concrete sealer coating on fair-faced blockwork / brickwork and concrete surfaces inclusive of surface preparation, over primer coat / initial coat as per manufacturer's recommendation- all complete as per specification.
208	To vertical masonry / concrete wall & concrete surfaces
209	To masonry / concrete flooring & ceiling surfaces
210	Metal Works
211	Providing and fixing door with shutter fabricated from 18 gauge thick galvanised steel sheets press formed to provide a 46mm thick fully flushed double skin door with lock seam joints at stile edge and infill insulation kraft core. Door frames 57x120 mm approx. to be single rebated made of 16 gauge galvanised steel. Door shutter and frame to be primered in stoving grade epoxy zincphosphate primer and finished in aliphatic grade u.v. resistance polyurethane paint. Door shutter and frames to have all hardware preparations, prepunctured at the factory all complete with and including filling of door frames with P.C.C. 1:5:10 (1 cement : 5 aggregate : 10 coarse sand). The rates include all Materials, necessary accessories, labour, tools and plants. Nothing shall be paid extra for this items.
212	Single leaf door shutter
213	Double leaf door shutter
214	Extra for 250 x 150 mm vision panel with 6mm thick clear toughened glass.
215	Extra for provision of air transfer grille appx. 400x400 mm
216	Heavy Duty Door Closer
217	Eurofile Mortice lock -240 with double pin cylinder having master arrangement and ss handles
218	Concealed SS finish tower bolts (300mm)
219	Magnum or equivalent make SS 4 Ball Bearing hinges
220	SS handles Dorma or equivalent make for double leaf door
221	Dorma or equivalent make Panic Bar for Double / Single leaf door
222	Installation charges
223	Supply and fixing of sliding doors with all fixtures complete as per drawings and specifications
224	Supplying, Providing & Fixing approved galvanized Chicken wire mesh (24 gauge 12mm size) to junctions of concrete and masonry work and other locations where called for including cutting to required sizes side laps of minimum 75mm and fixing in position with galvanized wire nails as approved complete as per drawings and specifications.
225	Supply and fixing of Aluminium Louvered ventilators for toilets of size 600mmx600m. The outer frame will be 62x38x2mm @ 1.17kg/m and the louvers with moving arrangements will be made with Aluminium channel of size 60x30x4 mm @ 1.27 kg/m with necessary glass pans for louvers 4mm thick Al. clips including all materials, labour, chipping dismantling making holes in RCC columns, beams or masonry wherever necessary and make good to the original conditions after fixing etc complete. The Aluminium surface shall be smooth, rust free, straight and powder coated (minimum thickness of powder coating 50 micron), all complete as per Architectural drawings and the directions of Engineer-in-charge
226	Supplying and installation of Motorised sliding gate with approved Make by GMRL with Automation System and fixed fence. The item includes Motorised Double Leaf Sliding gate and fixed fence made of mild steel with one coat of grey epoxy primer by spray, European electro mechanical actuator- Sonic 1500C, three station push button, pair of photocells with anodised aluminium vertical mountings, flashing light, etc. as per relevant approved drawing/technical specifications all complete. Nothing Shall be Paid Extra. Gate including all fittings, accessories etc with size as per approved drawings, in accordance with relevant specifications and as directed by the Engineer‑in‑Charge, complete in all respects.
227	Motorised Rolling Shutters
228	Providing and fixing Motorized rolling shutter (heavy duty), curtain made of single skinned Galvalume stell laths as per IS6248 with natural finish, partial bright steel with one coat of grey epoxy primer by spray with 900mm grill in height at eye level, pressed Galvalume steel hood and motor cover with natural finish, wind lock-storm anchors, CE certified CRS compact gear P.R.C make in direct driver operator and three station push button with deadman control.
229	Technical Specification should be as follow:Rolling Curtain: Constructed from single skinned galvalume, bright steel laths and is retained by interlocking with Each other.Surface: Galvalume with nature finish, Partial Bright Steel with one coat of grey epoxy primer by spray Material Thickness: 1.2mm for clear width > 3.5m & 0.9mm for clear width <= 3.5m as per IS 6248 laths, 8.0mm Curtain Weight: 15.5 Kg/m2 approx Structure Shape: Curved, Honeycomb Support Brackets: Mild Steel with one coat of grey epoxy primer by spray Shaft: Shaft is manufactured from mild steel tube of suitable outside diameter and wall thickness to suit the shutter application and is unsprung Finish: One coat of grey epoxy primer by spray Side Guides: 2.0mm thick heavy duty TG Galvanised SteelFinish: One coat of grey epoxy primer by spray Wind lock-storm anchors: Included
230	Hood & Motor Cover: 0.9mm thick Pressed galvalume steel hood box complete with reinforced bracket as required to suit the shutter width. Finish: Natural Finish Bottom Profile: Bend-resistant Galvanised steel profile for additional strength.Finish: One coat of grey epoxy primer by spray Locking arrangement: Shoot Bolt Arrangement Seals: Optional on side guides & bottom Surface with protective paint: Optional CE Certified CRS Compact Gear P.R.C. Make Indirect Drive Operator Drive Unit: Indirect drive operator. System power supply wired with industrial plug Safety mechanism: Patented safety mechanism for chain failure with inbuilt limit switchesControl Switch: Three station push button with deadman control Emergency manual operation: Emergency operation by means of chain Optional Accessory: Additional three station push buttonCost is inclusive of all materials and labour complete (curtain, grill, hood, motor, motor cover, anchors, gears, push button, deadman control and any other if required).
231	Glass Works
232	Providing and fixing toilet mirror in 6 mm thick clear float glass with bevelled and polished at edge and copper coating on rear side. Fixed on wall with 6mm thick plywood and kraft paper backing fixed to wooden cleats with 8mm dia 38mm long stainless steel stud complete.
233	Glass Fiber Reinforced Concrete (GFRC)
234	Providing and fixing Glass reinforced concrete (G.R.C) Jali 40mm thick in approved size, pattern, design, thickness of any colour and shade approved by Engineer-in-Charge.The G.R.C Jali should be fixed on / between RCC / Block work or structural steel work with dry fixing method with all appropriate steel fralueweds, stainless steel (SS-304) 'L' shaped clamps, dash fastners and pins including achoring, lifting, scafolding, manlift etc complete as per architectural drawing and specification. The screen should be made from '53 grade' white portland cement, quartz, fine silica sand, alkali resistant glass fibre, super plasticizer, polymer and UV resistant synthetic resistant inorganic pigment. The material casting should take place in synthetic rubber / FRP Mould. The Rates includes all materials (G.R.C Jali, MS frame and any if required), labour, tools, manlift, plant, equipments, surface preparation and any if required to complete the work. Nothing shall be paid extra.
235	Supplying,Providing and fixing 6mm thick clear toughened glass in uPVC / Aluminium door, window, ventilator shutters and partitions etc. with PVC / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.
236	Supplying,Providing and fixing 6mm thick clear toughened glass in uPVC / Aluminium door, window, ventilator shutters and partitions etc. with PVC / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge.
237	DSR ITEMS:
238	SEWERAGE AND DRAINAGE SYSTEM
239	Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete :
240	150 mm diameter
241	200 mm diameter
242	250 mm diameter
243	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :
244	150 mm diameter S.W. pipe
245	200 mm diameter S.W. pipe
246	250 mm diameter S.W. pipe
247	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) up to haunches of S.W. pipes including bed concrete as per standarddesign :
248	150 mm diameter S.W. pipe
249	200 mm diameter S.W. pipe
250	250 mm diameter S.W. pipe
251	Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 x 300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design :
252	100 x 100 mm size P type
253	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
254	Providing and laying non-pressure NP2 class (Light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
255	150 mm dia. R.C.C. pipe
256	250 mm dia. R.C.C. pipe
257	300 mm dia. R.C.C. pipe
258	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1cement :1.5 coarse sand (zone-III):3 graded stone aggregate 20 mm nominal Size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement :2coarse sand:4 graded stone aggregate 20 mm nominal size) fininshed with a floating coat of neat cement complete as per standard design:
259	Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
260	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
261	Inside size 120x90cm and 90cm deep including C.I. cover with frame (heavy duthy) 560mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg)
262	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
263	Extra for depth for manholes:
264	Size 90 x 80 cm
265	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
266	Size 120x90 cm
267	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
268	Constructing brick masonry circular type manhole 0.91m internal dia at bottom and 0.56m dia at in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design
269	0.91m deep with S.F.R.C. cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately).
270	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
271	Extra depth for circular type manhole 0.91m internal dia (at bottom) with beyond 0.91m to 1.67m)
272	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
273	Constructing brick masonry circular type manhole 1.22m internal dia at bottom and 0.56m dia at in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement all complete as per standard design
274	1.68m deep with S.F.R.C. cover and frame (heavy duty HD-20 grade designation) 560mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including centering shuttering all complete. (Excavation, foot rests and 12mm thick cement plaster at the external surface shall be paid for separately).
275	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
276	Extra depth for circular type manhole 1.22m internal dia (at bottom) beyond 1.68m to 2.29m.
277	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
278	Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design.
279	Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3( 1 cement: 3 coarse sand) finished with a floating coat of neat cement and making necessary channels for the drain etc. complete.
280	For pipes 100 to 250 mm diameter
281	For pipes 350 to 450 mm diameter
282	Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame conplete as per stnadard design:
283	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
284	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sq.m on plan) including getting out and disposal of excavated earth, lead upto 50m and lift up to 1.5m, as directed by Engineer-in-charge
285	All kinds of soil
286	WATER SUPPLY / SOIL WASTE & VENT PIPES AND FITTINGS
287	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.
288	Internal work - Exposed on wall
289	15 mm dia nominal bore
290	20 mm dia nominal bore
291	25 mm dia nominal bore
292	32 mm dia nominal bore
293	40 mm dia nominal bore
294	50 mm dia nominal bore
295	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement, cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.
296	Concealed Work, Including cutting chases and making good the walls
297	15 mm dia nominal bore
298	20mm nominal outer dia. Pipes
299	25mm nominal outer dia. Pipes
300	Providing and fixing gun metal non-return valve of approved quality (screwed end)
301	50mm dia. Nominal bore
302	Horizontal
303	65mm dia. Nominal bore
304	Horizontal
305	80mm dia. Nominal bore
306	Horizontal
307	Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main :
308	25 mm nominal bore
309	Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat ofneat cement complete as per standard design :
310	With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
311	Constructing masonry Chamber 60x45x50 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for water meter complete with C.I. double flap surface box 400x200x200 mm (inside) with locking arrangement and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
312	With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
313	Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) :
314	80 mm dia nominal bore
315	Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS : 2373 :
316	80 mm dia
317	Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and makingand finishing the outlet complete.
318	SANITARY FIXTURES
319	Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:
320	White vitreous china Orissa pattern W.C. pan of size 580 x 440 mm. with integral type foot rests.
321	Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
322	W.C pan with ISI marked white solid plastic seat and lid.
323	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
324	Range of two urinal basins with 5 litre white P.V.C automatic flushing cistern.
325	Providing and dixing wash basin with C.I brackets, 15 mm C.Pbrass pillar taps,32 mm C.P brass waste of stadard pattern inculing painting of fitting and brackets, cuttting and making good the wall wherever requier:
326	White Vitreous china Wash basin of size 630 x 450mm with a pair of 15mm C.P brass pillar taps.
327	White Vitreous china Flat Back Wash basin of size 550 x 400mm with single 15mm C.P brass pillar taps.
328	Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required :
329	Kitchen sink with drain board
330	510 x1040 mm bowl depth 200 mm.
331	Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
332	Providing and fixing toilet paper holder.
333	CP Brass
334	Providing and fixing PTMT Bottle Trap for Wash basin and sink.
335	Bottle trap 31mm single piece moulded with height of 270 mm, effective length of tail pipe 260 mm from the centre of the waste coupling, 77 mm breadth with 25 mmminimum water seal, weighing not less than 260 gms
336	Providing and fixing white vitreous china extended wall mounting water closet of size 780x370x690 mm of approved shape including providing & fixing white vitreous china cistern with dual flush fitting, of flushing capacity 3 litre/ 6 litre (adjustable to 4 litre/ 8 litres), including seat cover, and cistern fittings, nuts, bolts and gasket etc complete..
337	Providing and fixing white vitreous china battery based infrared sensor operated urinal of approx. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml consumption), having water inlet from back side, including fixing to wall with suitable brackets all as per manufacturers specification and direction of Engineer-in-charge.
338	Providing & fixing unplasticised PVC connection pipe with brass unions
339	45 cm length
340	15 mm nominal bore
341	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
342	15mm dia nominal bore
343	Providing and fixing C.P brass angle valve for basin mixer and geyser points of approved quality confirming to IS:8931
344	15 mm nominal bore
345	RAIN WATER HARVESTING
346	Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collectingsamples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.
347	All types of soil
348	350 mm dia
349	Rocky strata including Boulders.
350	350 mm dia
351	Supplying, assembling, lowering and fixing in vertical position in bore well,unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
352	200 mm nominal size dia.
353	Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge.
354	200 mm nominal size dia.
355	Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
356	Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.
357	Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer –incharge.
358	Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
359	Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by “V” notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.
360	Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of:
361	200 mm dia
362	Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.
363	200 mm clamp.
364	Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I).
365	200 mm dia
366	DSR TOTAL
367	Non-DSR ITEMS
368	SANITARY FIXTURES
369	Providing and fixing C.P. brass towel rail 24\\"as per approved make.
370	Providing and fixing C.P. brass twin robe hooks as per approved make.
371	Providing and fixing, ABS liquid soap dispenser automatic/sensor operated assembly complete with soap refill as per approved make.
372	Providing and fixing S.S. hinged grating, 6mm thick with frame (Neer Cat. No. - NRG 7009 approved equivalent) including setting in floor with cement mortar 1:3.
373	Differently abled matrix set WB 46x36 with one pair mounting bracket EWC and cistern complete with fittings and seat cover one no. hinged rail 76 cm and 4 nos. of grab rails 60 cm
374	Providing and fixing in position of white vitreous china counter below oval wash basin (size 580 x 450 mm) with granite top C.I. bracket painted white, 32 mm dia C.P. brass waste, C.P. brass chain with rubber plug, 32 mm dia C.P. cast brass bottle trap with extension piece, wall flanges and rubber adapters for waste connection complete including cutting and making good the walls floors wherever required.
375	Providing, Fixing, testing & commissioning ABS Heath Faucet (complete with hook and flexible SS tube min. Length 1.2m) . Fixture to be taken as per IGBC Flow Requirement (in LPM) of faucets shall be 6 LPM at design water pressure 3.0 bar.
376	Supply, Fixing solid state, no touch operting, fully hygienic hand drier of approved shade with single blower, with time delay, summer & winter control, music while drying, volume ON/OFF controls including providing necessary brackets, cable from drier to Plug, Plug top key and lock etc, complete as required.
377	Supply, Installation, Testing and commissioning of wall hanging drinking online water cooler with 60 L/h cooling capacity, made by stainless steel top and heavy duty galvanized steel frame. With cooling capacity, ADA Compliant, size 472 mm Depth X 447mm width,ss bubbler guard , Model- PG8AC ,operated between 50 to 120 PSI, Chiller unit Suitable to R134a Refrigerant, Adjustable thermostat control, suitable for 220-230v/50-60 hz A/C Supply Complete with all accessories which include MD-CU29, which is an EPA registered antimicrobial copper that fights off microorganisms which include MRSA and e-coli. The water Fountain shall possess NSF-USA, Green building, energy star saving certification, and to be placed at different location of buidling. for proper functioning and aesthetic view as directed by the engineer-in-charge without any extra cost. Certified By NSF, GRIHA, TUV, UL, WATER QUALITY Asso.,UL, Stare rating Energy saver. Mechanical + Sensor Both Operation
378	Providing and fixing testing and commissioning of storage type water heater (Geyser) (A. O. Smith make or equivalent) with automatic thermostatic control electric element, pressure release valve, M.S. nuts and bolts etc. conforming to IS: 2082, including cutting holes & making good the wall wherever required complete in all respects.
379	25 Litres
380	Supplying, installing and testing sensor operated 15mm CP bib cock with CP flanges including necessary fixing materials etc., complete Flow Requirement (in LPM) of faucets shall be 6 LPM at design water pressure 3.0 bar.
381	SOIL WASTE & VENT PIPES AND FITTINGS
382	Providing, fixing and jointing UV stabilized SWR (Type - B) pipes conforming to IS:13592 including all fittings such as bends, clamps, tees, cowls, clean out plugs, offsets, Y-tees, tees, door fittings, clips, clamps, stays etc. conforming to IS-14735, including jointing with rubber gasket fixing in sunk areas, Fixing at wall / ceiling level supported by steel clamps & hangers etc. including Cutting, chases/ holes in floors / walls / slab and making good the same after pipe have been duly laid and testing complete in all respects.
383	75 OD
384	110 OD
385	160 OD
386	Providing, fixing and jointing UV stabilized SWR (Type - B) pipes conforming to IS:13592 including all fittings such as bends, clamps, tees,, offsets, Y-tees, tees, clips, clamps, stays etc. conforming to IS-14735, including jointing with rubber gasket fixing in sunk areas, Fixing at wall / ceiling level supported by steel clamps & hangers etc. including Cutting, chases/ holes in floors / walls / slab and making good the same after pipe have been duly laid and testing complete in all respects.
387	50 mm OD
388	65 mm OD
389	Providing and fixing in position uPVC SWR floor trap conforming to IS:13592 including providing necessary steel support and as per Specification. Making proper connection cutting chase / hole in floors / slabs and bringing the same in proper condition and shape after placing the trap in right position complete as required. The hopper and trap shall be set in cement concrete mix 1:2:4 complete as required.
390	110 mm inlet and 110 mm outlet
391	Providing and fixing Heavy Class SS grating with Cockroach proof SS strainer of approved design including setting in floor with cement motor to match with floor finish as per architect requirement suitable for waster and FT.
392	Size 100 mm X 100 mm
393	DRAINAGE / SEWERAGE SYSTEM
394	Providing and laying cement concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone aggregate 40 mm nominal size) upto haunches of RCC pipes including bed concrete as per specifications.
395	450mm dia RCC Pipe
396	RAIN WATER PIPES
397	Providing and fixing SWR uPVC pipes as per IS:4985 class-4 including all fittings e.g. bends junctions, cowls, offsets, clean out plugs etc. jointing with solvent cement including cutting holes in walls, floors excavation, refilling and disposal of surplus earth wherever required and making good .
398	110 mm dia
399	160 mm dia
400	200 mm dia
401	PUMPS / WATER TREATMENT SYSTEM
402	Pumping System
403	Supply, Installation, Testing and Commissioning of following Hydropneumatically operated pumping set (pressure switch operated fully automatic) with C.I. Body, bronze Impeller, stainless steel shaft and induction motor, vibration eliminating pads and accessories complete. Pump should be IE5
404	Transfer Treated Hydropneumatic pumps
405	Pump capacity -300 lpm
406	Head - 80 m
407	RPM - 2900
408	Each set consists of 2 pumps and 1 pressure tank. At any given time, only one pump need operate. Both the pumps must operate alternatively in service.
409	Pump capacity -60 lpm
410	Head - 40 m
411	RPM - 2900
412	Each set consists of 2 pumps and 1 pressure tank. At any given time, only one pump need operate. Both the pumps must operate alternatively in service.
413	Flushing Hydropneumatic pumps
414	Pump capacity -300 lpm
415	Head - 100 m
416	RPM - 2900
417	Each set consists of 2 pumps and 1 pressure tank. At any given time, only one pump need operate. Both the pumps must operate alternatively in service.
418	Pump capacity -80 lpm
419	Head - 40 m
420	RPM - 2900
421	Each set consists of 2 pumps and 1 pressure tank. At any given time, only one pump need operate. Both the pumps must operate alternatively in service.
422	Supply, installation, testing and commissioning submersible sump pumps with cast iron body and all SS internals supplied including all accessories required for installation of pumps including level control for automation of pumps.
423	Capacity 900 lpm & Head 20-25 m (1W+1S) (Sump Pump in Basment )
424	Providing, fixing, testing and commissioning of Vertical in line type pump set with SS casing, SS impeller and SS shaft suitable for operation on 400/440 volts, 3 phase 2900 RPM, TEFC electric motor mounted on a common channel base plate with coupling guard, 150mm dia pressure gauge, GM isolation cock and cement concrete foundation with plaster complete as required.
425	Filter Feed pumps - Raw Water Pumps(1W+1S)
426	Pump capacity - 100-120 lpm
427	Head - 30 m
428	RPM - 2900
429	Providing and fixing Transistorised liquid level controllers with low voltage Relays and Seamless Steel probes and PVC shroud, including necessary wiring and conduiting from probes to display panel/motor control panels and to provide Audible Alarm for low level for each underground tank / over Head tank. (The cost of all required cabling from probes to Motor control panels to be including in the rate).
430	For Fire Water Tank ,Raw Water Tank & Domestic Filter feed pumps.
431	To start domestic filter feed pumps at low water level in domestic treated water under ground tank and stop at high water level in treated water tank and stop at low water level in domestic raw water tank./To start pump at low water level in under ground tank and stop at high water level in underground tank and low water level in under ground tank.
432	For Domestic over head tank
433	To start pump at low water level in overhead tank and stop at high water level in overhead tank and low water level in under ground tank.
434	For Flushing over head tank
435	To start pump at low water level in overhead tank and stop at high water level in overhead tank and low water level in under ground tank.
436	Supply installtion testing and commissioning horizontal centrifugal Booster pump with SS304 stage casing ,SS304body,SS316L impeller & SS431 shaft with mechnical seak and coupled to a electric motor each pump shall be provided with a totally enclosed fan cooled induction motor of suitable H.P. The motors shall be suitable for 240 volts+- 10% 1phase,50 cycles A.C power supply 2900RPM nominal speed & IE2 efficiency class including all accessories required for installation of pumps
437	Total head - 20-25 mtr.(Approx)
438	Flow rate - 200ltr/hr.(Approx).(Boosting Pump)
439	(Flushing & Domestic)
440	Total head - 20-25 mtr.(Approx)
441	Flow rate - 150-180ltr/hr.(Approx).(Boosting Pump)
442	(Flushing & Domestic)
443	Water Treatment System
444	Providing and fixing skid mounted vertical MSRL Dual Media pressure filter fabricated from IS 226/2062 plate 5mm thick for shell and 6mm thick M.S. plate for dished ends complete with initial charge of filter media, face piping and valves accessories, painting, testing and commissioning complete (for domestic water supply system).
445	Capacity 4200 lph.
446	Working pressure 2.5 kg./cm2
447	Design pressure 4 kg./cm2
448	Providing & fixing chlorination system consisting of electronic metering type dozing pump, 80W motor of working pressure 3 kg/sqcm complete including suppling and fixing of necessary polythene inter-connecting pipe of 15mm dia, PVC valves, PVC/HDPE dosing tank of 100 litres capacity.
449	Providing and fixing bulk water meter with direct reading dial in KL, all internal parts and strainer in gun metal/brass.
450	65 mm dia
451	Providing and fixing direct reading rate of flow Rota Meter
452	50mm dia for4200 lph rate of flow
453	Supply, assembly, erection, testing and commissioning of UV treatment unit for water supply filter.
454	Suitable for flow rate 4200 lph
455	C.2.2 - Providing, laying, testing and commissioning of 'B' class Medium grade Mild Steel Pipes (for Sprinkler System) with all fittings (Screwed upto 50 mm Pipes / 65 mm and above Pipes shall be Grooved) for sprinkler system conforming to IS: 1239 and IS: 3589 including flanges, bends, tees, elbows, reducers, as specified, including cutting, grooving / making threaded joint and fixing to floor / wall with approved structural supports such as clamps, hangers etc. This further includes(1) Cutting holes / chases in brick or RCC walls / slabs and making good the same (2) Painting with two or more coats of synthetic enamel paint of approved shade as per pipe colour code over two coats of primer (3) Painting of legends with direction arrows complete as per specifications.
456	15 mm nominal bore
457	20 mm nominal bore
458	25 mm nominal bore
459	32 mm nominal bore
460	40 mm nominal bore
461	50 mm nominal bore
462	65 mm nominal bore
463	80 mm nominal bore
464	100 mm nominal bore
465	Painting G.I. pipes and fittings with synthetic enamel white paint with two coats over a ready mixed priming coat, both of approved quality for new work:
466	15 mm nominal bore
467	20 mm nominal bore
468	25 mm nominal bore
469	32 mm nominal bore
470	40 mm nominal bore
471	50 mm nominal bore
472	65 mm nominal bore
473	80 mm nominal bore
474	100 mm nominal bore
475	Providing and fixing of forged brass ball valve of brass body conforming to IS 292 LCB 1 with hard chrome plated steel ball inside PTFE (Teflon) seat & ring with chrome plated centre handle with female BSP threads complete in all respects as per specification.
476	20 mm dia
477	25 mm dia
478	32 mm dia
479	40 mm dia
480	50 mm dia
481	Providing and fixing gun metal gate valve conforming to IS 778/780 with C.I. wheel (IS 14846) of approved quality (screwed / flanged end) as instructed by Engineer:
482	40 mm dia
483	65 mm dia
484	80 mm dia
485	Supply, Installation, Testing and Commissioning of Butterfly Valves flanged end of the following sizes (conforming to IS: 13095), suitable for pressure rating of 10 Kg / Sq. cm, with Cast iron body, cast iron gear unit, flag, and handwheel conforming to IS: 210, all materials of valve shall comply with the specification, including painting complete as required.
486	65 mm dia
487	80 mm dia
488	100 mm dia
489	Providing and fixing cast Iron (Conforming to IS 210) Swing Check Valve PN 16 (IS 5312) (Screwed / Flanged). The valve shall be screwed end up to 50mm dia and 65mm and above shall be flanged as per specification
490	50 mm dia
491	65 mm dia
492	80 mm dia
493	100 mm dia
494	Providing and installation of Pressure Relief Valve, pilot controlled, diaphragm type and angle pattern valve. It shall have adjustable setting in range suitable for operating range of the pump. The relief valve outlet shall be led back to the tank as per specification.
495	32 mm dia
496	Providing and installation of Pressure Reducing Valve conforming to IS: 9739, pilot controlled, diaphragm type and oblique pattern valve as per specification . It shall have adjustable setting in range suitable for operating range of the pump as per specification.
497	20 mm
498	Providing and fixing Enclosed Type Water Meter (bulk type for Municipal main) conforming to IS : 2373 and tested by Municipal Board complete with bolts, nuts, rubber insertions etc.
499	100 mm dia nominal bore
500	Providing and fixing C.I. dirt box strainer for bulk type water meter with nuts, bolts, rubber insertions etc. complete conforming to IS:2373

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Tender For Construction Of Property Development Buildings Near Thirumangalam Metro Station Along The Viaduct In Open Land Parcels Including Civil, Architectural Finishes, Plumbing, E&M, Hvac, Lifts And All Associated Works, Thirumangalam-Tamil Nadu

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