Tender For Revamping Of Trunk Infrastructure Facilities At Mepz Special Economic Zone, Tambaram, Chennai, Chennai-Tamil Nadu

TDR : 54330489

Tender Notice
BOQ

20 Days Left

Chennai , Tamil Nadu

Tender Brief : Tender For Revamping Of Trunk Infrastructure Facilities At Mepz Special Economic Zone, Tambaram, Chennai

Document Fees
₹ 23600 /-

EMD
₹ 43000000.0 /-

Tender Value
₹ 420 Crore /-

Submission Date
23-03-2026

Competition Type
Indian

Bidding Type
Works

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1	CIVIL WORKS
2	Earth work excavation for foundation in all kinds soils in varying depths including dismantling any masonry or roots met within foundation and shoring with planks, baling water if necessary and filling the sides with excavated earth including clearing and levelling site etc., complete with an initial lead of 10m.and lift of 2m
3	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. Additionally wherever required/as applicable: Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Slush and silt under water upto 0.75m depth requiring the aid of basket and vessels All kinds of soil.
4	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
5	Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. ordinary rock
6	Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavatedearth lead upto 50 m and for all lift, as directed by Engineer-in-charge.All kinds of soil.30'0\\" dia up to the depth of 40'0\\"
7	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil
8	Earth work by mechinical / manual means in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ’/ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and for all lift :All kinds of soil
9	Earthwork excavation for trenches in all kinds of soil to correct grade, level, including dressing of sides, ramming of bottom, shoring, strutting, dewatering, wherever necessary, backfilling with selected excavated earth, watering, consolidating in layers for all lifts & lead involved in the work.
10	Excavating trenches by mechanical/manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceding 20cm in depth, including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil as directed, within a lead of 50m: All kinds of soil
11	Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia
12	Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm
13	Extra for ecavating trenches for pipes, cables etc. in ordinary/hard rock exceeding 1.5m in depth but not exceeding 3m. (Rate is over corresponding basic item for depth upto 1.5 meter)Hard rock
14	Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia
15	Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm
16	Disposal of moorum/building rubbish/ malba/ similar unserviceable, dismantled or waste material by mechanical transport including loading, transporting, unloading to approved municipal dumping ground for lead upto 10 km for all lifts, complete as per directions of Engineer-in-charge.Note - item to be applicable in urban areas having directions for restricted hours for movement/ plying of load carrying motor vehicle of 3.5 cum or more.
17	Conveyance of Surplus earth from work site to City outer with average lead of 15 km
18	Disposal of Excess Excavated Earth to a designated Place, as directed by the Engineer- in-charge.By Mechanical Transport including Loading, unloading and stacking Beyond 15 km upto 20 km
19	Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift.
20	Open timbering in case of shafts, wells, cesspits, manholes and the like including strutting and shoring complete (Measurements to be taken of the face area timbered):Depth exceeding 3 m but not exceeding 4.5 m
21	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :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)
22	Plain Cement Concrete (PCC): Supply, placing and leveling of site-mix Cement concrete 1:3:6 mix top smooth finish cost including all material to site, all labour charges and other necessary to complete. Plain Cement Concrete (PCC)
23	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil.
24	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
25	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal sizederived from natural sources)
26	Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
27	Centering and shuttering including strutting, propping etc. and removal of form for, Suspended floors, roofs, landings, balconies and access platform
28	Centering and shuttering including strutting, propping etc. and removal of form for, Foundations, footings, bases of columns, etc. for concrete
29	Centering and shuttering including strutting, propping etc. and removal of form for, Lintels, beams, plinth beams, girders, bressumers and cantilevers
30	Extra for shuttering in circular work
31	Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers with water proof ply 12 mm thick
32	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more.
33	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.
34	Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /PortIand Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M25 grade with minimum cement content of 300 kg /cum
35	Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer
36	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /PortIand Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto plinth levelConcrete of M30 grade with minimum cement content of 350 kg /cum
37	Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /PortIand Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge, for the following grades of concrete.:Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works above plinth level upto floor V levelConcrete of M30 grade with minimum cement content of 350 kg /cum
38	Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) :With F.P.S.(non modular) bricks
39	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:6 (1 cement : 6 coarse sand)
40	Brick work with common burnt clay machine moulded F.P.S. (non modular) bricks of class designation 12.5 in exposed brick work including making horizontal and vertical grooves 10 mm wide 12 mm deep complete in cement mortar 1:6 (1 cement : 6 coarse sand).From ground level upto plinth level.2ft side wall
41	Brick masonry: Providing and constructing 230mm or more thick masonry as detailed drawing, quality first class red bricks having minimum crushing strength 50Kg/Sq cm and water absorption maximum 10% in cement absorption maximum 10% in cement mortar mix ratio 1:6, in specified courses and of approved bond; including raking out joints, filling junctions with non shrink compound added to mortar, curing doing independent double legged scaffolding all complete as per specifications etc, at all depths heights, and leads.Brick masonry
42	Providing and laying Autoclaved Aerated concrete(AAC) blocks masonry with 150 mm to 300 mm thick with Grade-1 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).
43	Random rubble wall: Supplying, placing, constructing foundation with random rubble wall with boulder size 100-400mm in foundation including watering etc as per design specification and direction of the engineer in charge Random rubble wall
44	Pointing: Cement pointing on the expose brickwork of 12mm wide 10mm deep by using cement including all necessary items etc to finish it.Brick work Pointing
45	Providing and laying non-pressure NP3 class (Heavy 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 : R.C.C. pipe as per the direction of Engineer in Charge.
46	Hume Pipe for road crossing 8\\" Dia
47	Hume Pipe for road crossing 6\\" Dia
48	Hume Pipe for road crossing 4\\" Dia
49	Hume Pipe for road crossing 3\\" Dia
50	Labour for cutting open BT /Concreate as per standard specifications and as directed by Engineers.- under parking area
51	Providing and filling with Good Quality Permeable Soil as directed by Engineer-in-charge.
52	Providng and Packing with Gravel 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.,20mm downsize, as directed by Engineer-in-charge.
53	Providing and fixing Perforated PVC Pipe of dia 150mm for the Bioswales Water Channel, as directed by the Engineer-in-charge.
54	Providing and fixing Coir Mat, 25mm thick for Sloped Surfaces of the Bioswales as directed by the Engineer-in-charge.
55	Supplying and Installing of 300mmx300mmx200mm Height FRP Perforated Tray with a hole of 80 mm Dia at the bottom and 10mm Dia Holes at every 25mm outer to outer interval with a 20 GSM thick Geo Textile Fabric laid Inside including all necessary Items etc, as directed by Engineer-in-charge.
56	Supplying and Installing of 100X100mm SS Grating of approved make with Elbow Arrangement including all Necessary Items etc, as directed by Engineer-in-charge.
57	Supplying and Installing of 100mm Dia PVC Endcap fixed above the perforated pipe including all necessary items etc, as directed by Engineer-in-charge.
58	Supplying and Installing of 100mm Dia Perforated PVC Pipe (Slotted Grey Pipe) of 6 Gage in Vertical Position 650mm Height wrapped with 120 GSM thick Geo Textile Fabric laid verticaly betweeen the Soil Media including all necessary items etc, as directed by Engineer-in-charge.
59	Supplying and Installing of PVC T Junction of 150mm dia reducing to 100mm dia including all necessary items etc, as directed by Engineer-in-charge.
60	Supply and fixing of Strom water Infiltration tunnel Made of Polyproylene with 60 ton/sqm load capacity confirming to BBA/IS Standard with with a storage co efficient of 100% etc completed.
61	Supply of Infiltration Drain Tunnel End Plate suitable for Tunnel Size of 800mm in width & Height of 510mm
62	Supply and Fixing of Eco Block-Rainwater Infltration Module confirming to BBA/IS Standards with max loading rate of 60 tons/sq mtr with insepectionfacility with no plate system with a storage co efficient of 96% etc completed.
63	Supply and fixing of Sidewall for the infilteration module BBA/IS standards. (End Plate)
64	Supply and fixing of baseplate for mounting modules conforming to BBA/IS standards.
65	Supply and fixing FRP of 700 X 700 mm (clear opening 600 X 600 mm)(Grating cover with Frame Medium Duty-30MT) and Supply and Placing of cast-situ /precast Silt catch pit of inner dimension 600 X 600 X 600 mm Including P.C.C (1:4:8), 120mm wall thick RCC including reinforcement and shuttering.
66	Providing of Geo Textile 400 GSM ,200 Microns,White Colour confirming to Australlian Indian standards (IS 16391:2015 or equivalent)
67	Supply and filling of Coarse Filter media machine curshed 20mm size of HBG stone from an approved quarry etc including loading and unloading charge and labour charges etc completed.
68	Supply and filling of Coarse Filter media machine curshed 40mm size of HBG stone from an approved quarry etc including loading and unloading charge and labour charges etc completed.
69	Mazdoor category(for Earth work Support,Lowering, Levelling and including filling the filter media etc completed.
70	Supply and laying of Pebble Bed of 30-40 mm Dia Grey Or Brown Color laid inside Bioswales, as directed by Engineer-in-charge.
71	Providing and fixing Coir Mat, 25mm thick for Sloped Surfaces of the Bioswales as directed by the Engineer-in-charge.
72	Providing and fixing Root Barrier Sheet around the Trees coming inside the Bioswales, as directed by the Engineer-in-charge.
73	Demolishing R.C.C. work by mechanical means and stockpiling at designated locations and disposal of dismantled materials up to a lead of 1 kilometre, stacking serviceable and unserviceable material separately including cutting reinforcement bars.
74	Providing and installing Geo Textile Fabric around the Perforated Pipe inside the Bioswales
75	Providing and fixing Perforated PVC Pipe of dia 150mm for the Bioswales Water Channel, as directed by the Engineer-in-charge.
76	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
77	Supplying and fixing PVC Rungs for Catch Basins
78	Supply and fixing of Interlocking Permeable Paver block height of 80mm.- To be done in areas where ecobloc is proposed under parking areas
79	Supplying and Installing of 100 Dia PVC Pipe of 6 Gage connecting the Storm Water Drain and Recharge Pits including all necessary items etc, as directed by Engineer-in-charge.For Overflow Pipe.
80	Earthwork Excavation for GGP by Auger Boring for 1'0\\" dia up to a Depth of 10'0\\", as directed by the Engineer- in-charge.
81	Providing and Filling the pit with 20mm Downsize Aggregate and River Sand in a mixing ratio of 1:1 and including labour for firmly compacting the Mixture, as directed by the Engineer- in-charge.
82	Drilling of bore hole with Hand bore set of 200mm dia upto 3.0 m depth including shifting of the Hand Bore and filling 160mm dia slotted PVC pipe including all cost etc complete as directed.
83	Providing and Installing Precact RCC Rings, 5' 0\\" Dia, inclduing grouting the joints between the Rings using cement Slurry, as directed by the Engineer- in-charge.
84	Supplying, filling, spreading & levelling 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.
85	Supplying, Filling, Spreading & Levelling 40mm Downsize Stone Aggregate in Recharge Pits, in required thickness, for all leads & lifts, all complete as per direction of Engineer- in-charge.
86	Supplying, Filling, Spreading & Levelling 12.5mm Downsize Stone Aggregate in Recharge Pits, in required thickness, for all leads & lifts, all complete as per direction of Engineer- in-charge.
87	Supplying, Filling, Spreading & Levelling Course sand of size range 1.5mm to 2mm in Recharge Pits, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer- in-charge.
88	Providing and fixing SS Mesh in between 12mm Dowsize Aggregate Layer and River Sand Layer.
89	Providing and fixing Precast Cover Slab 4' 6\\" Dia, 5\\" thick
90	Boring/drilling bore well/bore hole of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples 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. All types of soilBoring Auger Drill, 200mm to 300mm dia
91	Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge.200 mm nominal size dia
92	Providing and fixing SS Mesh in between 12mm Dowsize Aggregate Layer and River Sand Layer.
93	Supplying, Filling, Spreading & Levelling 40mm Downsize Stone Aggregate in Recharge Pits, in required thickness, for all leads & lifts, all complete as per direction of Engineer- in-charge.
94	Providing and laying Precast Cover Slab 5' 6\\" Dia, 5\\" thick
95	Providing and Installing Precast RCC Rings, 4' 0\\" Dia, including grouting the joints between the Rings using cement Slurry, as directed by the Engineer- in-charge.
96	Supplying, Filling, Spreading & Levelling 40mm Downsize Stone Aggregate in Recharge Pits, in required thickness, for all leads & lifts, all complete as per direction of Engineer- in-charge.
97	Providing and laying Precast Cover Slab 4' 6\\" Dia, 5\\" thick
98	Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
99	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
100	Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer- in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately).Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.Cement concrete manufactured in automatic batching plant(RMC plant) including transportation to site in transit mixer
101	Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.1cm Wide Joints
102	Providing and Drilling Holes and filling with Chemical Sealant Compound of approved make for Dowels from the Exisitng Concrete Surface, all complete as per direction of the Engineer-in-Charge.Chemical Anchors.
103	Providing and applying Bonding Agent between Old and New Concrete Surfaces, of approved make, all complete as per direction of the Engineer-in-Charge.
104	Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20 mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge.
105	Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 400 mm in RCC beams, lintels, columns and slabs to introduce steel bars for sunshades/ balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge.Upto and including 25 mm dia.
106	Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished seamless type tubes
107	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:Curved Sheet bent as required(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.(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 4 mm thick aluminium composite panel material consisting of 3 mm thick FR grade mineral core sandwiched between two Aluminium sheets (each 0.5 mm 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.(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 items. 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 ofgroove) shall be measured in sqm. up to two decimal places.
108	12 mm cement plaster finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand)
109	Finishing walls with textured exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
110	Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
111	Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
112	Providing and Installing Convex Traffic safety Mirrors, made of Convex Glass 5mm thick coated with Silver and Copper as per IS - 3438 (1994), over an MS Pole of Height 2m and firmly fixed over Concrete, as directed by the Engineer-In-Charge.The Rate to include the Cost of Pole, fixing the Mirror and required Foundations.The rate to include Supply, Installation and Transportation Charges to Site.800mm dia
113	Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite ) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The slope of retro- reflective surface shall be 35 (+/- 5) degress to base .The reflective panels on both sides with at least 12 cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I: 809 as recommended in BS: 873 part 4 : 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction ofEngineer-in-charge.
114	Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:All kinds of soil
115	Providing and filling in position rubberized bitumen hot sealing compound for sealing of expansion joints in roads / pavements all complete as per direction of the Engineer-in-Charge.2.5cm per metre length
116	Providing and Installing Precast RC Car Stoppers of Size 250mm X 200mm X 2000m Long,
117	Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
118	Intercarting of excavated earth, ordinary rock by mechanical transport including loading, unloading and tacking lead up to 2.0km
119	Transportation of available earth for filling from stockyad to site by mechanical transport including loading and unloading lead up to 2.0km as per direction of engineer incharge
120	Constructing brick masonry circular manhole 1.22 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel 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, all complete as per standard design. 1.68 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm 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 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately). Epoxy coating to be considered.With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
121	Extra depth for circular type manhole 1.22 m internal dia (at bottom) beyond 1.68 m to 2.29 m : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
122	Constructing brick masonry circular manhole 1.52 m internal dia at bottom and 0.56 m dia at top in cement mortar 1:4 (1 cement :4coarse sand) inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) and making necessary channel 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, all complete as per standard design. 2.3 m deep with SFRC Cover and frame (heavy duty HD- 20 grade designation) 560 mm 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 20 mm nominal size) including centering, shuttering all complete. (Excavation, foot rests and 12 mm thick cement plaster at the external surface shall be paid for separately) .Epoxy coating to be considered.
123	Extra depth for circular type manhole 1.5 m internal dia (at bottom) beyond 2.3 m With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
124	Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.With granite stone of all colour except black, cherry/ruby red of area less than 0.50 sqm.
125	Providing and laying factory made Cement Concrete Grass 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 50 mm 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.60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
126	Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to IS:15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
127	Providing and fixing 10x10x7.50 cm Granite stone block hand cut and chisel dressed on top, for paving in floors, drains etc. laid over 20 mm thick base mortar 1:4 (1 cement : 4 coarse sand) with joints 10 mm wide filled with same mortar including ruled pointing etc. complete as per direction of engineer-in-charge.
128	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.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
129	Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.
130	Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.With granite stone of area less than 0.50 sqm.
131	Providing and fixing granite stone (of any colour and shade) for wall lining over a 12mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand) and cement slurry.
132	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.Granite work
133	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.On steel work
134	Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.1.00 mm thick with zinc coating not less than 275 gm/m*
135	Finishing walls with textured exterior paint of required shade :New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)
136	Finishing walls with textured exterior paint of required shade :New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
137	Providing and fixing G.I. chain link fabric FOR ROOFING of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in- charge.Made of G.I. wire of dia 4 mm
138	Providing and fixing 12mm thick Toughened Glass for Roofing
139	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 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer- in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
140	Providing and constructing an RCC pedestal of size 1.2x1.2 meters and 1.5 meters in height, with an 8mm thick MS base plate fixed to the pedestal using bolts as required for installations, The foundation shall be 1.2 x1.2 meters, finished with exterior plaster putty and paint as per approved selection.
141	Fabricating and Installing the Information Signages as per the following Specifications and as per the approved drawings,The rate to include Supply, Installation and Transportation Charges to Site.
142	Information Signage, Width = 800mm, Height = 2500mmFrame - 50 X 50 x 2.9mm MS Square Hollow Section of approved make, bent to shape as per the drawing, painted with Epoxy Paint of approved Color and Make,Display Panel - made of 1.89mm thick (14 Guage) GI Sheet of approved Make, welded to the MS Frame, painted with Epoxy Paint of approved Color and Make.Pedestal - RC Pedestal of Size 800mm X 50mm X 100mm(H), firmly fixing the Signage to the Foundation using Foundation Bolts 0f 12mm dia, 100mm Long.
143	Identification Signage, Width = 600mm, Height = 3000mmFrame - 50 X 50 x 2.9mm MS Square Hollow Section of approved make, bent to shape as per the drawing, painted with Epoxy Paint of approved Color and Make,Signage Body - made of 1.89mm thick (14 Guage) GI Sheet of approved Make, welded to the MS Frame, painted with Epoxy Paint of approved Color and Make.Display Panel -300mm dia, made of Tinted Acrylic Sheet 12mm thick of approved Make, Double Layer, with Etching as per the required shape, fixed to the MS Frame.Pedestal - RC Pedestal of Size 600mm X 50mm X 150mm (H), firmly fixing the Signage to the Foundation using Foundation Bolts 0f 12mm dia, 100mm Long.
144	Directional Signage, Width = 650mm, Height = 3000mmFrame - 50 X 50 x 2.9mm MS Square Hollow Section of approved make, bent to shape as per the drawing, painted with Eopoxy Paint of approved Color and Make,Signage Body - made of 1.89mm thick (14 Guage) GI Sheet of approved Make, welded to the MS Frame, painted with Epoxy Paint of approved Color and Make.Display Panel -300mm dia, made of Tinted Acrylic Sheet 12mm thick of approved Make, Double Layer, with Etching as per the required shape, fixed to the MS Frame.Pedestal - RC Pedestal of Size 100mm X 100mm X 300mm (H), firmly fixing the Signage to the Foundation using Foundation Bolts 0f 12mm dia, 100mm Long.
145	Safety and Regulatory Signage, Width = 800mm, Height = 3000mmFrame - 50 X 50 x 2.9mm MS Square Hollow Section of approved make, bent to shape as per the drawing, painted with Eopoxy Paint of approved Color and Make,Display Panel - 585mm dia, made of Tinted Acrylic Sheet 12mm thick of approved Make, Double Layer, with Etching as per the required shape, fixed to the MS Frame.Pedestal - RC Pedestal of Size 100mm X 100mm X 150mm (H), firmly fixing the Signage to the Foundation using Foundation Bolts 0f 12mm dia, 100mm Long.
146	Providing and Installing Drinking Water Fountains - Stainless steel water cooler, 20 LPH Capacity , 230v operating voltage with carbon + UV + Sediment system
147	Providing and Installing Dust Bins - Stainless steel 3 in 1 dustbin material SS Grade 202 each bin size 14 *24inch capacity of each bin 60 lts sheet thickness 0.8mm, outer sheet thickness 0.5mm inner approx weight 25kg+
148	Orchid Green Wall Installation: Installation of vertical support structure, planting of orchids, integration of drip irrigation system, and low heat lighting
149	Green Buffer Wall: Construction of a Green Buffer Baffle Wall of 3 meters height and 40 meters length (total area: 120 sqm), designed to serve as a visual and acoustic screen while enhancing the landscape with vertical greenery. The wall shall be constructed using RCC (M20 grade) with appropriate reinforcement, finished with 12mm thick cement plaster, and treated with waterproofing compound. The surface shall be integrated with a modular green wall system comprising native plant species, supported by corrosion-resistant mounting frames. The system shall include a drip irrigation network with automated controls and a drainage channel at the base. The work includes all materials, labor, tools, and equipment required for complete execution.
150	Pots:Type-1 Durable decorative pot of approx. 300mm height, suitable for small ornamental plants. Includes drainage hole and stable base.
151	Pots:Type-2 Decorative pot of approx. 450mm height, suitable for medium-sized shrubs. Includes proper drainage and weather-resistant finish.
152	Pots:Type-3 Large landscape pot of approx. 600mm height, suitable for large plants. Heavy-duty material with anchoring provision.
153	Fountain:Providing and constructing of Water Body as per the complete design for the mentioned sizes consisting of items, Earth Excavation, Earth filling, PCC, Retaining Wall, RCC Floor & wall, Water Proofing with Injection Grouting, Smooth plastering, granite for flooring & wall, granite coping, overflow gutter with gratings , Balancing tank and pump room, Electro-mechanical works as per the design for the mentioned sizes consisting of items, Pressure Sand filter, Filter feed-pumps, Fountain pumps, Basin Fittings, Cleaning Accessories set, LED lights, PVC Plumbing, Electrical Cabling, BMS Integrated with Timer based Control panel for Pump & lightings, complete set.
154	Fountain Type 1-MIRROR WATER BODY WITH DECK OVER FLOW SYSTEM Shape - CircularType - Overflow Channel on All WallsSize in meters : - 3.5 Diameter Depth in meters - 0.45 metersWater Holding Capacity - 4500 LitersBALANCING TANK: - Shape - RectangularSize in meters - 1.5 meter Length x1.5 meter Width Depth in meters - 1.5 meter deepWater Holding Capacity - 1,200 LitersTop Level - -300mmWater Level - -1000mmFloor Level - -1000mmPLANT ROOM: - Shape - RectangularSize in meters - 4.80 Length x 3.00 WidthHeight in meters - 2.1 meterFloor Level - -1000mm
155	Fountain Type 2-NOZZLE WATER BODY WITH DECK OVER FLOW SYSTEM Shape - RectangularType - Overflow Channel on All WallsSize in meters : - 20 meters Length x 10 meters WidthDepth in meters - 0.75 metersWater Holding Capacity - 120 CumBALANCING TANK: - Shape - RectangularSize in meters - 3.0 meter Length x 2.0 meter Width Depth in meters - 1.5 meter deepWater Holding Capacity - 6,000 LitersTop Level - -300mmWater Level - -1000mmFloor Level - -1000mmPLANT ROOM: - Shape - RectangularSize in meters - 4.80 Length x 3.00 WidthHeight in meters - 2.1 meterFloor Level - -1000mm
156	Fountains: Type-3-Cascading /TRICKLING WATER BODY WITH DECK OVER FLOW SYSTEM Shape - RectangularType - Overflow Channel on One sideSize in meters : - 10 meters Length x 2 meters Width x 0.75 meter deepDepth in meters - 3.0 metersWater Holding Capacity - 12000 LitersBALANCING TANK: - Shape - RectangularSize in meters - 2.0 meter Length x 2.0 meter Width Depth in meters - 1.5 meter deepWater Holding Capacity - 4,000 LitersTop Level - -300Water Level - -1000mmFloor Level - -1000mmPLANT ROOM: - Shape - RectangularSize in meters - 4.80 Length x 3.00 WidthHeight in meters - 2.1 meterFloor Level - -1000mm
157	Fountain Type-4_SHEET FALL WATER BODY WITH DECK OVER FLOW SYSTEM Shape - RectangularType - Overflow Channel on One sideSize in meters : - 05 meters Length x 2 meters Width x 0.75 meter deepDepth in meters - 3.0 metersWater Holding Capacity - 6000 LitersBALANCING TANK: - Shape - RectangularSize in meters - 2.0 meter Length x 1.5 meter Width Depth in meters - 1.5 meter deepWater Holding Capacity - 3,000 LitersTop Level - -300mmWater Level - -1000mmFloor Level - -1000mmPLANT ROOM: - Shape - RectangularSize in meters - 4.80 Length x 3.00 WidthHeight in meters - 2.1 meterFloor Level - -1000mm
158	Providing and Installing Bollards made of MS Circular Pipe, with the Top finished round, welded to MS Plate of 10mm thickness and fixed firmly to the Ground with 4 Nos. of Anchor Bolts of Dia 12mm, finished with two coats of Epoxy paint of approved colour and make, over one coat of Zinc Primer, as directed by the Engineer-In-Charge.The rate to include Supply, Installation and Transportation Charges to Site.Dia - 150mm, Height - 1000mm
159	Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
160	Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
161	Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilometre, as per direction of Engineer-in-charge.Asphalt Pavement
162	Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:G.S. Sheet
163	Dismantling of Existing Precast / Metal Electric Light Poles using Cranes of required Capacity, moving and stacking of the Same at a Designated Place, De-commissioning and Disconnecting the Electric Cables and stacking the Serviceble Materials at a Designated Place, Dismantling of the RC Foundations of the Electric Poles including disposal of unserviceable material, as directed by Engineer- in-charge.
164	Dismantling of Existing Light Poles including Foundations
165	Taking out C.I. cover with frame from R.C.C. top slab of manholes of various sizes including demolishing of R.C.C. work manually/ by mechanical means and stacking of useful materials near the site and disposal of unserviceable materials within 50 metres lead as per direction of Engineer-in-charge.
166	Demolishing RCC work including cutting and stacking of steel bars, disposal within 50m lead
167	Earthwork in excavation (if foundation removal is included)
168	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
169	Removal of Fencing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
170	Design, Supply, fabrication and erection of mild steel CHS & RHS Sections and painting with epoxy primer & paint. The membrane fabric shall be Verseidag PTFE Type II(Glass fibre with PTFE Coating). The mild steel structure has to be surveyed and the fabric pattern has to be generated and the same will be plotted and welded and fixed on to the steel structure by using Necessary Acccessories.
171	Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
172	Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
173	Dismantling aluminium/ Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer- in-charge.
174	Providing and laying factory made champhered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in requird colour and 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 equired size and pattern, finishing and sweeping extra sand. complete all as per direction of engineer in charge. 80mm thick C.C. paver block of M-35 grade with approved colour design and pattern
175	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 of edges to give high gloss finish etc. complete at all levels.Granite stone slab of all colour and texture except black, Cherry/Ruby.Area of slab over 0.50 sqmCladding
176	Fabricating and fixing individual brushed-finish stainless steel letters (SS304, 2mm thick height 450mm), laser-cut rear stud-mounted using concealed epoxy-fixed anchors into MS flare bar support frame, alignment template, fasteners, epoxy resin and all installation works (In local language)
177	Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade
178	Providing and applying cement plaster in two coats (base coat of 12mm + finishing coat of 6mm) with cement mortar 1:4(1cement:4sand)on brickwork / concrete surfaces including hacking, surface preparation, scaffolding, curing and finishing smooth with trowel
179	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.
180	Providing and fixing dry cladding upto 10 metre height with 30 mm thick gang saw cut stone with machine cut edges of uniform colour and size upto 1mx1m, fixed to structural steel frame work and/ or with the help of cramps, pins etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-charge. (The steel frame work, stainless steel cramps and pins etc. shall be paid forseparately).
181	For laterite 40 to 75mm size
182	Stone Infill of Cumbam stone of varying size from 100mm to 250mm inside of Gabion wall
183	Rough Stone ( hard granite) anchor of size (900x600mm) fixing GI pipe of 200mm dia, including core drilling (Dia >250mm, depth>300m) into natural stone/concrete base, fixing with approved chemical anchoring compound or mechanical anchor bolts, grouting, providing and welding MS base plate
184	Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade
185	MS vertical support framework ( only uprights) Rectangular hollow section of 100 X 150 X 6 mm thick connected to Gabion using U clamps or SS bolts with Saddle plates for Gabion wall
186	Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ±2%), Zinic+10% Al alloy+PVC coated, Mesh wire diameter 2.7/3.7 mm (ID/OD), mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2 mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.
187	Fixing vertical MS Circular pipe supports 100mm Dia X 4mm thick with 8mm the base plate, anchor bolts, surface priming and PU finish painting for supporting ACP cladding framework
188	Fabrication and installation of MS double leaf gate made of100X50X3mm RHS outer frame with 40X20mm RHS bracing, complete with hinges, stoppers, locking arrangement, painting, and all accessories (vehicular pathway) Heavy Duty gate
189	Fabrication and installation of MS Single leaf gate made of 50X50X3mm RHS with internal bracing, including hinges, stoppers, locking arrangement, painting, and all accessories (Pedestrian pathway)
190	Tension Stay cable: Bekaert 7‑wire HDPE‑sheathed strand, dia 15.7 mm, nominal area 150 mm², galvanized + waxed, low‑relaxation grade (e.g., Y1770S7G / Y1860S7G UHS‑grade)End fittings: Swaged sockets or clevis assemblies suitable for 15.7 mm strand, galvanised, rated >90 % GUTSAnchor hardware: Turnbuckles, anchor plates, grade 8.8 / 10.9 bolts, washers & nuts for each tendonInstallation accessories: HDPE sheath wrap, lubricant, warning labelsTesting / Certificates: Mill test certificates, elongation tests, fatigue test report
191	Twisting and rotating 3D curved profile of stainless steel pipe with internal tendon system over a total of span of 100m (as per architecture/structural design) including CNC 3-axis section rolling, custom segment preparation end preparation for welding or flanges, on site assembly, grinding, finishing and polishing
192	Built Up plates & Hollow Sections: Supply, Fabrication, Erection, alignment and levels as per approved Tekla model & shop drawing of structural steel work in built up sections of 350Mpa Grade & hollow sections of 310Mpa Grade etc., Necessary permanent rivets, bolts, washers and nuts, handling, straightening, cutting, drilling holes, welding, shop assembly, transport to erection site, storing, leading to erection site. (payment to be made on the basis of standard section weights for net weight in the shop drawing. Rate should include the cost of permanent bolts, nuts, and washers as required and approved. No measurement shall be taken for payment of permanent bolts, nuts, all types of washers and packing plates etc.,) All hot rolled, plate sections must be Shot blasted confirming to Sa 2.5, roughness value not more than 40 microns and finished. Supply and painting of structural steel with cleaning, primer(1x30DFT) and two coat of enamel paint(2x30 DFT) & Touch Up at site as directed by consultant with required microns of standards make etc., complete as per standard & as directed by engineer in charge. Tekla Model or Shop drawing must be submitted for approval.
193	Fabricating and fixing individual brushed-finish stainless steel letters (SS304, 2mm thick height 700-800mm), laser-cut rear stud-mounted using concealed epoxy-fixed anchors into MS flare bar support frame, alignment template, fasteners, epoxy resin and all installation works (In local language)
194	Supply and fixing of ACP panels over MS/Al framework including sealing. 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.
195	Fabrication and erection of MS framework for ACP panels: Steel work in built-up tubular sections (round, square, rectangular hollow tubes) including cutting, hoisting, fixing in position and applying a priming coat
196	Silicone sealant application and edge finishing and sealing of expansion joints
197	Cutting and fixing Corten Steel plates (IRSM 41-97/ASTM A588 equivalent) of varying heights (from 5.0m to 111m) and 10mmm thickness CNC-cut to parametric profile, including necessary edge finishing, chamfering, lifting, welding, Bolting to MS bracket supports
198	Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, driveways 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 50 mm thick compacted bed of sand. Includes compacting and proper embedding/laying of interlocking paver blocks into the sand bedding layer through vibratory compaction using plate vibrator, filling the joints with sand, cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand — complete all as per direction of Engineer-in-Charge.
199	80 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.
200	Fixing artwork panels of varying size and circular forms prefabricated by vendor/artist, installed onto the gabion wall using clip-on support brackets or concealed fasteners (U-clips, slot plates, back channels etc.)fixed onto gabion wall mesh or intermediate MS flare bar frame behind mesh
201	Providing and executing Tamil Language inscription/ text engraving on Corten steel plates (IRSM 41-97 or ASTM A588) of 10mm thickness, by CNC laser cutting/engraving, including all artwork preparation, font conversion, size scaling, layout plotting, edge finishing and site alignment as per approved design
202	Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
203	Providing Finishing in 12mm cement plaster of mix: 1:4 (1cement:4fine sand)
204	18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).( for internal surfaces)
205	Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all, lifts involved
206	Removal ACP cladding over metal framework
207	Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles above 25 mm and up to 40 mm
208	Providing and laying matt finished vitrified tile of size 300x300x9.8 mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
209	Steel glazed door, window/ ventilator, all members viz. F7D, F4B, K11and K12B etc.
210	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.
211	Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
212	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
213	Cement Plaster (in Fine sand)12mm cement plaster:1:6( 1 cement :6 fine sand)
214	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.40 mm thick with 20 mm nominal size stone aggregate
215	Fabrication and fixing of MS Door
216	Fabrication and fixing of Aluminium Window:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up stndard tubular sectons/ appropriate Z sections and other sections of approved make conforming to IS:733 and IS: 1285, fixing with dash fastners of require 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 and jointed mechanically wherever required including cleat angle, Aluminium snap bading for glazing/panelling, C.P. brass/stainless steel screws, all complete as per architectural drawings and the directions of engineer in charge. For fixed portion: Powder coated aluminium (minimum thickness of powder coating 50 micron)
217	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket etc. complet as per the architectural drawngs and th directions of engineer in charge. With float glass panes of 8mm thickness (weight not less than 20kg/sqm)
218	Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm
219	clearing jungle including uprooting of rank vegetation ,grass,brush wood , trees and saplings of girth up to 30cm meassured at a height of 1m above ground level and removal of rubbish up to distance of 50m outside the periphery of the area
220	Dismantling of Existing Precast / Metal Electric Light Poles using Cranes of required Capacity, moving and stacking of the Same at a Designated Place, De-commissioning and Disconnecting the Electric Cables and stacking the Serviceble Materials at a Designated Place, Dismantling of the RC Foundations of the Electric Poles including disposal of unserviceable material, as directed by Engineer- in-charge.
221	Excavating, supplying, stacking and filling of local earth (including royalty)by mechanical transport upto a lead of 5km also including rammingand watering of the earth in layers not exceeding 20 cm in foundationtrenches, plinth, sides of foundation etc. complete for all lift.
222	Supplying chemical emulsion in sealed containers including delivery asspecified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20%
223	Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete : With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration
224	18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster 1:3 (1 cement : 3 coarse sand) finished rough with sponge.For External Wall Surfaces
225	18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).For Internal Wall Surfaces
226	Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 12 mm cement plaster.For Rc Slab Soffits.
227	62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 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 manufacture’s specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
228	Applying stamping finish to the top surface of freshly laid plain/reinforced cement concrete of specified grade in porticos, sidewalks, driveways, pool decks and open yards as per direction of the Engineer-in-Charge. The process shall include the following:- The concrete shall be placed and screeded to the finished grade, and floated to a uniform surface by using standard finishing techniques. The approved color hardener @ 2.7 kg/sqm shall be applied evenly to the surface of the fresh concrete by the dry shake method by sprinkling in two or more shakes, floated after each shake and trowelled only after the final floating. The approved release agent @ 0.113 kg/sqm shall be applied evenly to the trowelled surface before stamping or the said release agent can be applied to the flexible polyurethane stamp moulds of approved design and in required sizes to achieve final stamped pattern. These stampings shall be placed on the surface of concrete in three to four pieces at a time and tapped gently with rammers of sufficient size & weight to leave proper stamp marks and the process repeated for the remaining concrete surface till the whole surface to be stamped is completed within the time while concrete is in plastic stage of setting. After stamping, the curing shall be done as per manufactures specifications. After initial curing the imprinted joints shall be grouted using cement slurry mixed with color hardener as per the requirement. The surface shall be sealed by applying acrylic based sealer not less than 0.167 litre/sqm.on finished surface. The construction joints shall be provided by groove cutting of size 4 mm x 20 mm in panel size 3m x 3 m or lesser as per the site conditions and filling the same with 10 mm baker rod and providing and laying (PU) Polyurethane based joint sealer of approved make as per manufacturer's specifications and finished by applying Polyurethane resin based top protective clear coat of 80 micron applied with rollers on properly cured and dry clean surface. (Cost of concrete for flooring is not included in this item which shall be paid separately).
229	Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr/10 sqm
230	Providing and applying cement based putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
231	Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
232	Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately).Second class teak wood
233	Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters:35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
234	Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all edges of flush door shutters (over all area of door shutter to be measured).
235	Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150 mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).
236	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 :250x10 mm
237	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.
238	Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
239	Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc. complete.
240	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket etc. complet as per the architectural drawngs and th directions of engineer in charge. With float glass panes of 8mm thickness (weight not less than 20kg/sqm)
241	Providing and fixing louvered glass panes with aluminum frame, including EPDM rubber/neoprene gasket, aluminum snap beading, and necessary hardware.Glass thickness: 5 mmFrame: Powder-coated aluminum sections conforming to IS: 733 and IS: 1285
242	Providing and fixing aluminium grill (anodised transparent or dyed to require shade according to IS: 1868 with minimum anodic coating of grade AC 15) of approved design/pattern, with approved standard section and fixed to the existing window frame with C.p. brass/stainless steel scres @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of engineer in charge
243	Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations:(a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment.(b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs.(c) After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge.(d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3 mm deep.(e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. “All above operations to be done in order and as directed and specified by the Engineer-in-Charge”:With average thickness of 120 mm and minimum thicknessat khurra as 65 mm.
244	Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter
245	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.Serrated with central bulb (225 mm wide, 8-11 mm thick)
246	Bend 87.5° 110 mm
247	Shoe (Plain)110 mm Shoe
248	Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.110 mm
249	Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately):Sand cast iron plain shoes :150 mm diameter
250	Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15 cm diameter and weighing not less than 440 grams.
251	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 ACI-212-3R-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 0.50 mm. The work shall be carried out all complete as per specification and the direction of the engineer-in-charge. The product performance shall carry guarantee for 10 years against any leakage.
252	For vertical surface two coats @ 0.70 kg per sqm per coat
253	For horizontal surface one coat @1.10 kg per sqm.
254	Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete :Serrated with central bulb (225 mm wide, 8-11 mm thick)
255	steel works 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 in stringers , treads , landings etc including use of chequered plates wherever requred , all complete
256	steel works 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 MS Tube
257	steel works 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 GI pipes
258	Supply and installation of CI 500mm dia cover with frame ( medium duty)
259	Supplying, installing, Door Louver - 900WX300Hmm
260	Hand-painted mural with artist charges- Includes surface prep, design, execution, and protective coating, weather-resistant paints, sealing coat
261	Dismantling steel work manually (such as flagpole), including stacking within 50m
262	Carriage of dismantled material (flagpole) by mechanical transport (upto 5km)
263	Earthwork excavation by mechanical means in ordinary soil, upto 1.5m depth
264	Providing and laying RCC (M20, nominal mix 1:1.5:3), incl. shuttering & curing (foundation for flagpole)
265	Fixing and erection of steel flagpole, alignment & anchoring (skilled labour, bolts, grouting, etc.)
266	Disposal of surplus excavated material (lead up to 2km)
267	Finishing with synthetic enamel paint (one or two coats on steel flagpole, touching up after shifting)
268	Providing and laying integral cement based treatment for water proofing on horizontal surface at all depth below ground level for underground structures as directed by engineer in charge
269	CEMENT PLASTER (IN COARSE SAND), 20 mm cement plaster of mix :1:6 (1 cement: 6 coarse sand)
270	Providing and fixing GI chain link fabric fencing or required width in mesh size 50x50mm includng strengthening with 2mm dia wire or uts, bolts and washers as reqired complete as per the direction of Engineer in charge. Made of G.I wire of dia 4mm, PVC coated to achieve outer dia not less than 5mm in required colour and shade
271	Providing and constructing compound wall using Aerocon blocks of approved make, 0.3m thickness and up to 2m height, including laying in cement mortar (1:4), curing, finishing, and all necessary scaffolding, jointing, and alignment. Work includes foundation, coping, and integration with existing infrastructure. All materials, labor, and incidental charges to be included.
272	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.SIZE OF TILE 600X600mm
273	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 shadecomplete.
274	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. completeat all levels. area of slab over 0.5sqm
275	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/neoprene gasket etc. complet as per the architectural drawngs and the directions of engineer in charge. With float glass panes of 8mm thickness (weight not less than 20kg/sqm)
276	For shutters of doors windows and ventilators including providing and fixing hnges/pivots and making provision for fixing of fittings wherever required ncluding the cost of EPDM rubber/neoprene gasket required- Powder coated aluminium (minimum thickness of powder coating 50 micron)
277	Providing and fixing louvered glass panes with aluminum frame, including EPDM rubber/neoprene gasket, aluminum snap beading, and necessary hardware.Glass thickness: 5 mmFrame: Powder-coated aluminum sections conforming to IS: 733 and IS: 1285
278	Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil
279	Providing and fixing in position pre-cast R.C.C. manhole cover andframe of required shape and approved quality Circular shape 560 mm internal dia
280	Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete. (Measurements to be taken of the face area timbered).Depth exceeding 3 m but not exceeding 4.5 m
281	WATER SUPPLY AND SEWERAGE
282	Providing and laying including excavation (300mm*450mm) and filling of HDPE pipes conforming to IS:4984 (1995) and suitable for the respective working pressures including all necessary plain / brass fittings. (Including necessary tees, connectors, elbow, end cap, reducer etc.) This includes jointing of pipes & fittings with solvent cement, trenching, refilling & testing of joints complete as per the direction of Engineer in Charge. PE 100
283	High Density Polyethylene 110 mm dia, PN10 bar
284	High Density Polyethylene 90 mm dia, PN10 bar
285	High Density Polyethylene 75 mm dia, PN10 bar
286	High Density Polyethylene 63 mm dia, PN8bar
287	High Density Polyethylene 50 mm dia, PN8 bar
288	High Density Polyethylene 40 mm dia, PN8 bar
289	Supplying and Installing of 75 Dia Perforated PVC Pipe (Slotted Grey Pipe) of 6 Gage in Vertical Position 650mm Height wrapped with 120 GSM thick Geo Textile Fabric laid verticaly betweeen the Soil Media including all necessary items etc, as directed by Engineer-in-charge.
290	Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - icrobial fusion welded, having thermal stability for hot & cold water supply, including all PP – R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge
291	PN -10 Pipe,50 mm OD SDR-11)
292	PN -10 Pipe, 110 mm OD SDR-11)
293	PN -10 Pipe, 160 mm OD SDR-11)
294	PN -10 Pipe, 200 mm OD SDR-11)
295	Providing, laying, jointing, fixing, testing, commissioning of wafer type butterfly valve (PN 25) of approved make and sizes as mentioned below with material of construction for body using high duty cast iron epoxy painted,seating with resilient lining mould on body with black nitrile rubber, disc with SG iron, Nylon coated shaft with stainless steel & nitrile rubber \\"O\\" rings mounted on shaft for shaft seal with standard lever fitted with thumb screw to lock in position desired. Including all other materials necessary like MS/GI flanges, bolts, nuts and 3mm thick rubber insertions required for fixing the valve etc., complete.
296	50 mm dia
297	100mm dia
298	200 mm dia
299	Providing, laying, jointing, fixing, testing, commissioning of axial action type screwed brass reflux valve (multi directional non return valve) of approved make and sizes as mentioned below, body of the valve shall be of forged brass, valve made of engineering plastic loaded with SS spring with NBR valve seat.
300	50mm dia
301	100mm dia
302	200mm dia
303	Providing, laying, jointing, fixing, testing, commissioning of G.I. Puddle flange Pipe of 'C' class, ERW erected in position along with reinforcement of concrete including labour, materials, plants and equipment etc. complete as per design and drawings and as directed of the Engineer.
304	50 mm OD
305	100 mm OD
306	200 mm OD
307	FULL BORE ELECTROMAGNETIC FLOW METER WITH 5 YEARS WARRANTYElectromagnetic Flow Meter shall be a velocity sensing Electromagnetic type, microprocessor based signal converter, sealed housing, flanged tube meter for 1.0 Mpa working pressure, manufactured to highest standard available for mag-meters, equipped with minimum six digit digital totalizers, reading in units of (kilolitres/ cubicmeter) and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3m/sec to 4 m/sec and be constructed as follows:Meter tube (Sensor) shall be fabricated from stainless steel tube and use class PN10 flat face carbon steel flanges in accordance with IS 1538. These flanges shall be welded to the flow tube. The internal and external of the meter tube shall be blasted to near white and lined with hard rubber/ Polyurethrene/ PTFE preferably by SBR or EPDM. Meter tube shall have a constant nominal inside diameter offering no obstruction to the flow. The accuracy should be inclusive of linearity, hysteresis, repeatability, temperature and pressure effects Coil Housing shall be fabricated from stainless steel (SS 304) with Anticorrosive paint for corrosion resistance and welded to the tube providing a completely sealed environment for all coils, electrode connections and wiring harness capable of submerged or buried operation with IP 68 protection. Signal Converter shall be pulsed DC coil excitation type with auto zeroing. The signal converter shall be remotely mounted away from the meter. The converter shall indicate direction of flow and provide a flow rate indication and a total of flow volume for both forward and reverse directions.The converter shall provide an isolated 4-20 mA output into minimum 500-ohm load and a frequency output of a maximum of 0-10 KHZ and a scaled pulse output, Communication interface is RS485, HART output, . The microprocessor based signal converter shall have a self-diagnostic test mode and a backlit display that continuously displays “Rate of Flow” and “Total Volume”. Converter shall be supplied with a programmable low flow drop out Higher flow and empty pipe zero return. The signal converter housing should be die-cast aluminium with glass window. The converter cum transmitter should be fully programmable form the front facia. The programming should be user friendly, self-prompting menu driven. Flowmeter test calibration certificate from FCRI, flow test lab/ NABL accredited lab to be furnished
308	WD-M1-1388 - 50mm Dia
309	WD-M1391 - 100 mm Dia
310	Providing, laying, jointing, fixing, testing, commissioning of Vibration damping flexible couplers made with SS braided heavy duty hoses with PN16 end flanges to correct errors in centre line alignment.160 mm dia
311	Providing, laying, jointing, fixing, testing, commissioning of position approved make heavy casted Water Hammer Arrestor, confirming to IS specifications etc., complete.50 mm
312	Providing, laying, jointing, fixing, testing, commissioning of air vent of approved make with body made of brass and float ball and other moving parts of stainless steel.25 mm
313	Providing, laying, jointing, fixing, testing, commissioning of brass, gun metal & CI easy clean strainer/ Basket strainer of approved make with stainless steel strainer etc., complete.200 mm
314	Providing, laying, jointing, fixing, testing, commissioning of brass, gun metal & CI Non return valve with flange end, PN 16 of approved make etc., complete.65 MM
315	Providing, laying, jointing, fixing, testing, commissioning of RCC hume pipes & collars of NP3 class conforming to IS standards, including all lead & lift, lowering the pipes & collars, making joints with hemp yarn, CM 1:2, curing the joint for 7 days etc complete.
316	300 mm dia
317	600 mm dia
318	Providing 150 mm thick sand bedding for pipe line in trenches using clean coarse screened river sand free of pebbles, organic matter, clay etc., for the full width of trench, including compacting the sand in bedding, forming the bed suitable for sockets at all depths etc., including all lead and lift complete. [In case sand containing clay content is to be used, then the sand must be washed before using.
319	Providing & laying PCC 1:3:6 using 20 mm max. size graded granite stone aggregate obtained from approved quarry, compaction, finishing, curing for encasing of sewer line.
320	Providing, laying, jointing, fixing, testing, commissioning of SFRC Frame & cover conforming to IS:12592 in CC 1:2:4 using 10mm metal and painting the frame & cover with 2 coats of black bitumastic paint on the contact surfaces of frame & cover.
321	1200x900mm Heavy Duty (HD-30)
322	600x600mm Heavy Duty (HD-30)
323	ProvidingProviding, laying, jointing, fixing, testing, commissioning ofincluding fixing in sump wall as per standard design.
324	Horizontal split casting centrifugal pump (1500RPM) Confirming to IS 1520.Supply and delivery of Horizontal split casing centrifugal pump conforming to IS 1520 and as amended thereafter with CI casing and split glands, stainless steel shaft, hydraulically and dynamically balanced bronze impellers capable of discharging required quantity of water against a total head noted below due to all causes and with the accessories such as G.M air release cock, Grease cup, G.I priming funnel, M.S lifting hook, drip water G.I pipe connections, leading to the outside of pump house rubber water deflector, double flap foot valve, G.M strainer including unique tyre type coupling, common M.S fabricated base to mount pump and motor and other standard fittings etc complete. Pump shall be capable of discharging the specified quantity at the head noted at the minimum NPSH at site conditions. The shut off head shall be at least 25% over and above the head at duty point. The pump shall be suitable for operation in AC three phase, 415 V, 50 Hz, 1500 RPMNote: Valves shall be ball valve upto 50mm and butterfly valves for higher sizes.Type of pump - Centrifugal type pump Duty in LPM (4 working+4 standby) @ 1500Total head on pump in 25 Mtr HeadSCADA Compatible flow meterMaterial specification:Transfer pump: Darling / KirloskarCentrifugal Pump : Kirloskar / CRI / GrundfosStarter panel : L&T or From Pump manufacturerPVC insulated and sheathed FRLS multi strand copper Cables Supply and delivery of clear water vertical wet type
325	Supply and delivery of clear water vertical wet type submersible pump suitable for 100mm dia borewell conforming to IS 8034/2002 as amended thereafter and BEE 3 Star Rated capable of discharging noted LPM against head of water column due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze or Cast SS impeller, brass screws and CI FG 200 grade pump bowl/diffuser with ISI mark. The pump shall be directly coupled to a continuos rated two pole suitable wet type vertical squirrel cage induction motor as per IS9283 /1995 and as amended there after, suitable for operation in AC three phase 415 V+/- 10 %, 50 HZ +/- 5 %
326	250 LPM @ 40m Head - 6 working + 2 Standby
327	250 LPM @ 40m Head - 2 working + 2 Standby
328	Supply, delivery and installation of water level measuring system up to 1 mm accuracy to measure up to 30 m depth in wells/OHTs/ sumps with suitable sensor, level transducer with transmitter, 2 or 4 wire loop, all wetted parts in SS304 or above and with Remote control and suitable LED display unit easily readable upto 10m distance, cabinet to house remote display unit, Low/High alarm with suitable speaker, suitable cables with data storage capacity for 1 year and data transfer facility and with all required accessories including 1 year free replacement warranty etc., complete.
329	MS GI Angle With 3mm FRP Coating With Suitable Slot for Water line (Accessories Included) FRAME SIZE: 750* 500mm Angle Size: 60606mm FRP Coating THK. : 3mm
330	Supply and delivery of Open well Submersible pump set conforming to IS 14220 /2002 and as amended thereafter and BEE 3 Star Rated capable of discharging the following duties due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze mixed type impeller, CI FG 200 grade casing and brass screws and rotor shall be of copper rod as per IS 613/1984 with ISI mark. The pump suitable for installation in sump with 1.1KV grade 3 core suitable copper flat submersible cable to a length of 15m with necessary cable joints. The non-return valve located at the top of the pump in the discharge outlet connection is to be designed with minimum friction. The pump should be directly coupled to 2880 RPM, three phase, 50 Hz (±5), 415V+6% & 415V-15% squirrel cage induction motor suitable for DOL upto 5 HP, Fully Automatic Air break Star Delta up to 20 HP and Auto Transformer starter for above 20 HP starting and for continuous operation. Duty lpm xm : 100x50(1working = 1 standby)
331	ERECTION OF POWER PUMPSET IN BORE/OPENWELL: Labour Charges for erection of Horizontal shaft, centrifugal pumpset (Coupled/Monoblock) in bore well/Open well including fixing of suction pipe and foot valve upto a maximum depth of 7 metres and delivery pipes to the required length with valves, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPIC switches starter, Voltmeter, Ammeter, Capacitor single phasing preventorand laying and jointing the cables and twin earthing as per IE rules including providing bed blocks etc., complete and operating the pumps and trial run for 10 days including signing of completion of reports as required by EB authorities. iii: Above 7.5HP to 20HP
332	Supply and delivery of Star-Delta starter confirming to IS 13947, IEC60947-1 and as amended thereafter with suitable KW rating for operation in AC/ Three Phase/50HZ (+/- 5%) and 415V (+/- 10%) including 3 pole magnetic contactor with under voltage release - 3 nos., CT operated Ammeter (65 mm dia) with suppressed scale, Voltmeter (65mm dia), Voltmeter selector switch, Miniature circuit breaker, Thermal Overload relay, Air Break contactors suitable for next Standard higher KW rating, Single phasing preventor, dry running preventor and On/Off Push button switches, wiring with 1 sq.mm/4 sq. mm copper pvc insulated cable, powder coated vermin proof box, including the capacitor (the cost of capacitor is to be taken separately).2. 7.5HP
333	Providing, fixing, testing, commissioning of microprocessor based digital water level controller with auto change over from working and stand by pump of approved make, digital display of water level in the source and target sump, trigger for automatic operation of pump set when the water level reaches low level in target sump, audio - visual alarm for indicating low level in source sump, motor dry run protection, including fixing necessary stainless steel sensors, float level switch, probes, etc. The control cabling from unit to raw water sump, unit to soft water sump, making connections from the level controller to the pump starter, necessary conduiting shall have to be done by qualified electrical contractor only.
334	Providing, fixing, testing, commissioning of pump having duty and head rating as mentioned of approved make. The pump shall be supplied with all necessary accessories like connectors, rubber bushes, foundation bolts, base mounting assembly as may be necessary for the installation of the pump. The scope of the supplier is to ensure the pump is supplied with all necessary items required for installation, including the pipes for suction, delivery of the pump upto the pressure sand filter inlet, strainer on suction side, isolation valves on suction, delivery sides, axial flow reflux valve on the delivery side of the pump.Note: Valves shall be ball valve upto 50mm and butterfly valves for higher sizes.Centrifugal Type of pumpDuty in 680 LPMTotal head on pump in 60 MterIncluded accessories: Valve on suction sideStrainer on suction sideValve on delivery sideNRV on delivery sidePipe material - PPR-CSCADA Compatible flow meter
335	Providing, fixing, testing, commissioning of flanged dry dial removable mechanism Woltman digital type flow meters of sizes as mentioned, below including making joints with necessary flanges, rubber insertions, bolts and nuts as required, etc., complete.
336	Supply and installation of M S Vessel with FRP Coated in inside surface and Outer surface enamel paint coated - SAND PRESSURE FILTER - WELL WATER: Providing, fixing, testing, commissioning of M S Vessel with FRP Coated in inside surface and Outer surface enamel paint coated and pressure filter (SPF) for filtration of well raw water. The filter shall be suitable for 32 Cum / hour flow rate and designed to operate for 16 hours.The sizing / diameter of SPF shall be designed based on specific velocity 20 Cum / hour / sq.m area and the approx diameter shall not be less than 500 mm dia.The filtration unit shall comply with the following technical requirements:Flow rate - 32 Cum / hourBack wash duration - 20 minutesPressure drop across unit. - 1.0Kg/ sq.cm (max)Inlet turbidity -5.00 as NTUMinimum operating pressure - 3.0kg / sq.cm.Maximum Test pressure - 7.0kg / sq.cm.Further, the filtration unit shall comprise of the following:The sand pressure filter vessel shall be made out of M S Vessel with FRP Coated in inside surface and Outer surface will be enamel paint coated The filter shall be fitted with top inlet distribution and bottom collecting system.Digital Flow meter for monitoring back wash flow to be fitted.Initial charge of underbed and multigrade filtering media as required.Complete set of valves, pressure gauge with needle valve and frontal face pipe work done with M S pipes SCHE 40, as per IS standards., pressure rated to 15 kg / sq.cm, and welded joints including necessary fittings like elbows, collars, tees etc. leak proof testing to be carried out before commissioning, complete
337	Supply and Installation of M S Vessel with FRP Coated in inside surface and Outer surface enamel paint coated - ACTIVATED CARBON FILTER (ACF): Providing, fixing, testing, commissioning of activated carbon filter for filtration and removal of colour in well raw water. The filter shall be suitable for 32 Cum / hour flow rate and designed to operate for 16 hours. The sizing / diameter of ACF shall be designed based on a specific velocity of 20 Cum / hour / sq.m area and the approx. dia shall not be less than 1400 mm.The filtration unit shall comply with the following technical requirement.Flow rate - 32 Cum / hourBack wash duration - 20 minutesPressure Drop across unit. - 1.0kg / sq.cm (max)Turbidity in Filtered water - Less than 3NTUMinimum operating pressure - 3.0kg / sq.cm.Maximum Test pressure - 7.0kg / sq.cm.Further the filtration unit shall comprise of the following:The sand pressure filter vessel shall be made out of M S Vessel with FRP Coated in inside surface and Outer surface will be enamel paint coated The filter shall be fitted with inlet distribution and bottom collecting system.Digital Flow meter for monitoring back wash flow to be fitted.Initial charge of underbed and carbon filtering media as required.Complete set of valves, pressure gauge with needle valve and frontal face pipe work done with M S Pipes and Fittings sche 40, as per IS standards, pressure rated to 15 kg / sq.cm, and welded joints joint including necessary fittings like elbows, collars, tees etc. leak proof testing to be carried out before commissioning, complete
338	Supply and installation of M S Vessel with FRP Coated in inside surface and Outer surface enamel paint coated - WATER SOFTENER:Providing, fixing, testing, commissioning of softener for softening of raw well water for domestic use. The softener shall comprise of the following:Pressure Vessel:The sand pressure filter vessel shall be made out of M S Vessel with FRP Coated in inside surface and Outer surface enamel paint coatedThe filter shall be fitted with top inlet distribution and bottom collecting system.Piping and Valves:Complete set of valves, pressure gauge with needle valve and frontal face pipe work done with M S Pipes and Fittings sche 40, as per IS standards, pressure rated to 15 kg / sq.cm, and welded joints joint including necessary fittings like elbows, collars, tees etc. Leak proof testing to be carried out before commissioning, complete. FRP Regeneration Equipment:One FRP salt saturator tank for storage and preparation of brine solution having sufficient volume and of adequate size along with agitator arrangement for dissolution of salt in the waterResin Material:First charge of high capacity polystyrene bead type cation exchange resin of approved quality. The water testing kit shall also be included. The quantity of resin shall be 5000 L for hardness of 500 PPM.Water Meter:A digital water flow meter shall be supplied & installed to register the amount of water passed through the softener. (Should be SCADA Compatible)
339	Providing, fixing, testing, commissioning of following electrical works necessary for suitable operation of the plant as per specification, SCADA Compatible, design & relavant standards etc., compete as directed by Engineer-In-Charge including:Control panelCablingEarthingCable trays and raceways
340	Providing, fixing, testing, commissioning of on line automatic electronic sodium hypo dosing unit with automatically operated dosing pump etc., The unit shall comprise of the following: One no. single moulded HDPE PE 100 cylindrical type chemical solution tank of required capacity having detachable lids with moulded inserts for mounting of pumps and stirrer.One on. Electronic diaphragm type positive displacement pump , for chemical dosing with plastic head. The electronic pump shall be operated on 220V single phase supply and shall be mounted directly on the tank top.Complete set of pipes, valves and fittings, foot valve magnetic float switch to trip the dosing pump at low level of chemical in the tank.The free chlorine content in the filtered water shall not be less than 0.5 PPM. OR 0.5 Mg / Ltr
341	Providing, fixing, testing, commissioning of electronic alum dosing unit with automatically operated dosing pump etc. The unit shall comprise of the following: Single moulded HDPE PE 100 cylindrical type chemical solution tank of adequate capacity having detachable lids with moulded inserts for mounting of pumps and stirrer.Electronic diaphragm type positive displacement pump for alum dosing with plastic head. The electronic pump shall be operated on 220V single phase supply and shall be mounted directly on the tank top.Complete set of pipes, valves and fittings foot valve magnetic float switch top trip the dosing pump at low level of alum in the tank.
342	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.
343	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap
344	Providing and fixing PTMT pillar cock of approved quality and colour 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms
345	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 : One urinal basin with 5 litre white P.V.C. automatic flushing cistern
346	Providing and fixing CP Brass 32mm size Bottle Trap of approved quality & make and as per the direction of Engineer-in-charge
347	Providing and fixing PTMT Bottle Trap for Wash basin :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 mm minimum water seal, weighing not less than 260 gms(FOR WASH BASIN)
348	Proivide and fixing CP Two Way Bib Cock with Health Faucet
349	PVC Nahini / Floor Trap with PVC Grating: Providing and fixing 100mm x 75mm
350	Providing and fixing PVC ' P ' of deep trap wherever required self cleansing design with or without vent. Complete including cutting and making good the walls and floors. (110mm dia inlet and 110mm outlet )
351	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.
352	20 mm nominal dia Pipes
353	25 mm nominal dia Pipes
354	32 mm nominal dia Pipes
355	40 mm nominal dia Pipes
356	50 mm nominal dia Pipes
357	65 mm nominal dia Pipes
358	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
359	20 mm nominal bore
360	25 mm nominal bore
361	Providing and fixing gun metal non- return valve of approved quality (screwed end) :
362	50 mm nominal bore (Horizontal)
363	65 mm nominal bore (Horizontal)
364	80 mm nominal bore (Vertical)
365	Receiving, fixing, testing and commissioning of Slim seal standard lever operated type Butterfly valve PN 16 with Bronze / Gunmetal seat duly ISI marked complete with nuts, bolts, washers, gaskets and flanges conforming to IS 13095, of following sizes all complete as required. The cost shall include cost of materials, labour including lead and lift charges, all complete as per specifications65mm dia.
366	Providing and fixing PTMT stop cock of approved quality and colour.20 mm nominal bore, 89 mm long, weighing not less than 88 gms
367	Supply, fixing, testing and commsisioning of PVC (6kg/sq.cm) SWR quality IS 13592 soil waste pipe including all fittings shall be 13591 , Eg: Bends, tees, elbows collars, juction, inspection doors, cowls, offset acess pipes, jointing with PVC solution, in making bores punctures in slab and wall and making good of the same( Make : Finolex / Supreme / Prince or Equivalent )
368	110mm dia
369	75mm dia
370	Supply, fixing, testing and commsisioning PVC soil waste pipe of Class 3 (6 Kgf/cm2) conforming to IS 4985-2000 including all fittings (IS 7834 for moulded fittings and IS 10124 for fabricated fittings), Eg: Bends, tees, elbows collars, juction, inspection doors, cowls, offset acess pipes, jointing with PVC solvent, running of pipes suspended from the ceiling with brackets and fasteners, chasing / chipping walls using groove cutting machine, making bores / core cutting in slab / beam / wall and making good of the same, cost shall include providing steel brackets, MS angle supports, Pipe supports (all MS angle supports / frames to be painted with two coats of primer) and fasterners. The cost shall include transportation, lead and lift all complete as required.50mm dia
371	Supply, fixing, testing and commsisioning PVC soil waste pipe of Class 3 (10 Kgf/cm2) conforming to IS 4985-2000 including all fittings (IS 7834 for moulded fittings and IS 10124 for fabricated fittings), Eg: Bends, tees, elbows collars, juction, inspection doors, cowls, offset acess pipes, jointing with PVC solvent, running of pipes suspended from the ceiling with brackets and fasteners, chasing / chipping walls using groove cutting machine, making bores / core cutting in slab / beam / wall and making good of the same, cost shall include providing steel brackets, MS angle supports, Pipe supports (all MS angle supports / frames to be painted with two coats of primer) and fasterners. The cost shall include transportation, lead and lift all complete as required.40mm dia
372	Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design:Inside dimensions 500x700 mm and 45 cm deep for pipe line with one or two inlets :With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
373	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 x300 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:100x100 mm size P typeWith Sewer bricks conforming to IS : 4885
374	Cutting Holes up to 15x15cm in RCC floors and roofs and repairing the hole after insertion of drain pipes etc. with cement concrete (1:2:4) 1 cement:2 coarse sand :4 graded stone aggregate 20mm nominal size) including finishing complete so as to make it leak proof
375	Receiving, fixing, testing and commisioning PVC pipe soil, waste vent pipe of Class 2 (4 Kgf/cm2) conforming to IS 4985-2000 including all fittings (IS 7834 for moulded fittings and IS 10124 for fabricated fittings), Eg: Bends, tees, elbows collars, juction, inspection doors, cowls, offset acess pipes, jointing with PVC solvent, running of pipes in the shafts / ceiling with brackets and fasteners, chasing / chipping walls using groove cutting machine, making bores / core cutting in slab / beam / wall and making good of the same, cost shall include providing steel brackets, MS angle supports, Pipe supports (all MS angle supports / frames to be painted with two coats of primer) and fasterners. The cost shall include transportation, lead and lift all complete as required
376	110 dia pipe
377	160 dia pipe
378	200 dia pipe
379	Providing, laying, jointing, fixing, testing, commissioning of HDPE pipes, specials conforming to IS:4984 by using butt welding using a hydraulic jack equipped with heat mirror having digital / gauge for temperature and pressure display as per manufacturers specification, providing flanges for fixing of valves as required, the pipe system shall be observed for a period of not less than 6 hours, making good leaks if any, cutting the pipes to the required lengths, jointing the pipes, complete all as specified and directed and as per manufacturer's specification, necessary testing, etc., complete all as specified and directed.Grade of pipe: PE100Pressure rating of pipe: PN10
380	100 mm OD
381	160 mm OD
382	200 mm OD
383	300 mm OD
384	400 mm OD
385	Providing, laying, jointing, fixing, testing, commissioning of G.I. Puddle flange Pipe of 'C' class, ERW erected in position along with reinforcement of concrete including labour, materials, plants and equipment etc. complete as per design and drawings and as directed of the Engineer. for sewage & effluent tank.
386	110 mm OD
387	300 mm OD
388	400 mm OD
389	Providing, laying, jointing, fixing, testing, commissioning of Flow metre( Electronic type) and CI butterfly valves as per BS 5155 ( PN 16) Lever operated type with required flanges, nuts, bolts etc. complete. (SCADA compatabile)
390	4\\" Sewage line
391	6\\" Sewage line
392	Providing and fixing Water Quality Monitoring Analiser for 4' and 6\\" to messure TDS, BOD, COD, ph level, with required flanges, nuts, bolts etc. complete. (SCADA compatabile)
393	Providing, laying, jointing, fixing, testing, commissioning of RCC hume pipes & collars of NP3 class conforming to IS standards, including all lead & lift, lowering the pipes & collars, making joints with hemp yarn, CM 1:2, curing the joint for 7 days etc complete.
394	300 mm dia
395	400 mm dia
396	500 mm dia
397	Submersible Centrifugal Sewage Non-Clog PumpsSupply and delivery of submersible centrifugal sewage non-clog pumps, vertical spindle type pump, wear resistance with submersible motor for the various duty conditions. Pumps are capable of handling min 100 mm solid size with sewage specific gravity of up to 1.05. Pumps shall be of robust construction; Liquid passages shall be finished smooth and designed as to allow free passage to solids. Pump Impeller should be of non-clog semi open type, single vane / multi vanes preferably contra bloc or vortex impeller design. Double mechanical seals with silicon carbide faces should be provided to protect the motor from ingress of sewage along the shaft. The critical speed of the rotor should be at least 30% above the operating speed. Pumps should have double bearings between the pump & motor. Life shall be a minimum of 100,000 hrs. of operation with greased for life. Pumps should be provided with automatic coupling devices including pedestal, duck foot bend, stainless steel guide pipe or related accessories of suitable size to facilitate lifting and lowering into guide rails for easy maintenance. Pump shall be provided with a stainless-steel lifting chain conforming to BS 970 Gr 304. Pump speed shall be 9600 rpm for high duty pumps and 960/1450 rpm for low duty pump sets. The Casing and impeller should be of CI Gr. FG IS210, preferably with hardened impeller. The shaft should be stainless steel AISI 410. All the fasteners and bolts shall be of AISI 410.The submersible motor shall be operated with 3ph, 415 V (+or– 10%), 50Hz (+or-5 %) dry induction type. Motor shall be capable of giving rated output without reduction in the expected life span when operated continuously. The rotating assembly shall be dynamically balanced as per standards. The starting current of the motor should not exceed 200% of the rated full load current for Star / Delta or ATS starting under any circumstances. The motor shall be suitable for full voltage star delta / ATS starting. The locked rotor current of the motor shall not exceed 600% of full load current unless otherwise specified. Motor shall be designed to withstand 120% of rated speed for two minutes without any mechanical damage, in either direction of rotation. The motor vibration shall be within the limit specified in applicable standards. Motor should be of IE2, explosion proof compatible for VFD operation together with star-Delta /ATS starter, protection against increase in stator winding temperature (15 deg Celsius), bearing temperature, leakage in the stator housing and terminal box shall be provided and to be suitably interlocked with the control panel for tripping the pump in case of increase in temperature beyond set limit. Insulation class shall be of “Class H” and degree of protection shall be of IP 68 as per IS 4691. Motor shall be suitable for continuous operation in fully submerged or partially submerged condition. The pump set shall be supplied with a power cable of PVC insulated and PVC sheathed, copper, flexible, round type with required conductor size and number of cores as per starting method and of specified length for continuous Use underwater and air. The control cable of PVC insulated, PVC sheathed, flexible for stator winding temperature sensor 3core x 1.5 sq.mm copper conductor and for bimetallic switches 2core x 1.5 sq mm copper conductor shall be provided. Motor shall be supplied with 10m of round submersible copper cable of suitable size. The non-clog A submersible pump set shall be provided with a suitable starter control panel having all protections as mentioned above. (up to 5 HP - DOL Starter, above 5 HP to 25 HP -Star Delta Panel and beyond 25 HP shall be ATS)
398	Discharge - 1 LPS (1w + 1s) @ Head - 25 Mtr
399	Discharge - 3 LPS (1w + 1s) @ Head - 25 Mtr
400	Discharge - 3 LPS (1w + 1s) @ Head - 25 Mtr
401	Discharge - 12 LPS (1w + 1s) @ Head - 25 Mtr
402	Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead
403	Horticulture Works
404	Base work preparation: Organic Bio pesticides spray to kill the weeds after kill the weeds add watering and losing the soil with out damage any trees and palms roots and removals of all unwanted materials up to 1' 6\\" to 3'.0\\" depth this work done only manually & All unwanted materials except good soil shifted by vender by his own cost including shifting the debris out side premises
405	Supply of red Soil: Supply & stacking of red earth at site to the departmental gauge for pre-measurements which is of light textured, crystalline, porous and friable and not of generally acidic or neutral but not of alkaline and should be fertile, including seignior age charges, cost of transportation, loading, unloading, stacking and inclusive of all taxes etc., complete. ( Note: 80 % of volume of measurements only consider per load the joint measurement will taken with Pmc Incharge)REDSOIL ( 80%)
406	COCOPEAT: Supply of Coir Pith including cost of transportation, loading, unloading, stacking etc., complete. ( Note: 80% of Volume of measurements only consider per load the joint measurements will taken with PMC INCHARGE)COCOPEAT (10%)- 503.36 cum
407	Farm yard manure: Supply of well decomposed Farm yard Manure in a powdery form, devoid of soil sand, stones, plastics and other materials, highly nutrient and which supports plant growth. (Note: 80% of Volume of measurements only consider per load the joint measurement will taken with PMC INCHARGE)FARM YARD MANURE-10% (Mixing with Neem cake 1 lorry load manure mix with 25bags of neem cake per loads)
408	Mixing of red soil alone with cocopeat and farm yead manure as per the above specifications shifting as well back filling to be landscape areas & mixing will be done by JCB (MEPZ Will provide by stock yard to dump the all materials) once landscape work completed they have to clean it and hand over to MEPZMIXING OF RED SOIL COCOPEAT AND MANURE
409	Supply of red Soil: Supply & stacking of red earth at site to the departmental gauge for pre-measurements which is of light textured, crystalline, porous and friable and not of generally acidic or neutral but not of alkaline and should be fertile, including seignior age charges, cost of transportation, loading, unloading, stacking and inclusive of all taxes etc., complete.REDSOIL- 80% (Follow S No 2 Base preparation)
410	COCOPEAT: Supply of Coir Pith including cost of transportation, loading, unloading, stacking etc., complete.COCOPEAT- 10%- 26.32 CUM (Follow S No 3 Base preparation)
411	Farm yard manure: Supply of well decomposed Farm yard Manure in a powdery form, devoid of soil sand, stones, plastics and other materials, highly nutrient and which supports plant growth.-10%FARM YARD MANURE-10% (Mixing with Neem cake 1 lorry load manure mix with 25bags of neem cake per loads)- Follow S No 4 Base preparation)
412	Mixing of red soil alone with cocopeat and farm yead manure as per the above specifications shifting as well back filling to be landscape areas & mixing will be done by JCB (MEPZ Will provide by stock yard to dump the all materials) once landscape work completed they have to clean it and hand over to MEPZMIXING OF RED SOIL COCOPEAT AND MANURE
413	Truffing of Korean grass / Mexican grass including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge.
414	Planting of Shade grass (stenotaphrum secundatum) including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.
415	\\"Supplying and Planting of Neem tree sapling of height 240–300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.\\" (Azardirachta indica).
416	Planting od Pandanus ornamental foliage shrub variety of height 1000 cm in polythene bag of size 10x8 inch including loading and unloading charges, transportation, stacking of saplings at site, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Barringtonia acutangula) Indian Oak
417	Supplying and Planting of Bauhinia purpurea tree sapling of height 90 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed bythe site in-charge. (Bauhinia purpurea) Orchid tree
418	Planting of Karuveppillai Herbal plant variety of height 300 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Bauhinia purpurea) curry leaves
419	\\"Supplying and Planting of butea monoperma tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.\\" (Butea monosperma) Flame of forest
420	\\"Supplying and Planting of Cassia fistula tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.\\" (Cassia fistula) Golden shower tree
421	Supplying and Planting of Dalbergia latifolia tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Dalbergia latifolia) Indian rosewood
422	Supplying and Planting of jacaranda tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Jacaranda mimosifolia) Neel mohar
423	Supplying and Planting of Lagerstroemia tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Lagerstroemia speciosa) Crape myrtte
424	\\"Supplying and Planting of Michelia champaka (Shenbagam) tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Magnolia champaca) Champaca tree
425	Supplying and Planting of mango tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Mangifera indica)
426	Supplying and Planting of Mimusops elengi tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed bythe site in-charge. (Mimusops elengi) Bakul tree
427	Supplying and Planting of kadamba tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Neolmarckia cadamaba) Kadamba
428	Planting od Pandanus ornamental foliage shrub variety of height 900 cm in polythene bag of size 20x25 inch including loading and unloading charges, transportation, stacking of saplings at site, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Pandanus odorider)
429	\\"Supplying and Planting of Peltophorum tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Peltophorum pterocarpum) Copper pod tree
430	\\"Supplying and Planting of Plumeria tree sapling of height 240–300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge (Plumeria rubra) Red Fangipani
431	Supplying and Planting of Ashoka tree sapling of height 240 –300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Polyalthia longifolia)
432	\\"Supplying and Planting of Pungam tree sapling of height 240 –300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.\\" (Pongamia pinnata) Indian beach tree
433	Supplying and Planting of Spathodea campanulata tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Spathodea campanulata) African tulip tree
434	Supplying and Planting of Swietenia mahogani tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Swietenia mahogani) Indian Mahogany
435	Supplying and Planting of Terminalia catappa tree sapling of height 240 – 300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Terminalia catappa) India almond
436	Planting of Terminalia Metalica green ornamental foliage Specimen plant variety of height 360 cm in polythene bag of size 16x16 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge (Terminalia mentally) Umberlla tree multi branch
437	Planting of Terminalia Metalica ornamental foliage Specimen plant variety of height 300 cm in polythene bag of size 16x16 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Terminalia mentally variegated) Madagascar almond tree
438	Supplying and Planting of palm variety of height 180-210 cm in polythene bag of size 16x16 inch including supporting stack of 5cm dia casurina pole of 10' height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.\\" (Cyperus alternfolis) UMBRELLA PALM
439	Supplying and Planting of Raphis palm variety of height 180-210 cm in polythene bag of size 16x16 inch including supporting stack of 5cm dia casurina pole of 10' height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.\\" (Raphis excelsa) Bamboo palm
440	Supplying and Planting of Raphis palm variety of height 180-210 cm in polythene bag of size 16x16 inch including supporting stack of 5cm dia casurina pole of 10' height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.\\" (Raphis humilis) Fan palm
441	Supplying and Planting of Raphis palm variety of height 180-210 cm in polythene bag of size 16x16 inch including supporting stack of 5cm dia casurina pole of 10' height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.\\" (Rhapis excelsa) Lady palm
442	\\"Planting of Alocasia ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Alocasia macrorhizza) Giant taro (elephant ears)
443	Planting of Alocassia variety of height 100 cm in polythene bag of size10x8 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Alocassia Macrorrhiza) Giant Taro
444	Planting of Canna indica varigated Plant foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Canna indica (red)) CANNA LILY
445	Planting of Canna indica varigated Plant foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Canna indica (reddish orange)) CANNA LILY
446	Planting of Canna indica varigated Plant foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Canna indica (Yellow))
447	\\"Supplying and Planting of Plumeria tree sapling of height 240–300 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge (Plumeria alba) Frangipani (Yellowish white) Multibranch
448	\\"Supplying and Planting of Plumeria tree sapling of height 80 cm in polythene bag of size 20x21 inch including supporting stack of 5 cm dia casurina pole of 10 feet height, including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge (Plumeria obtusa) Singapore plumeria
449	Planting of Tecoma goudi choudi foliage shrub variety of height 150 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Tecoma stans) Yellow elder
450	Planting of thevetia neriifolia foliage shrub variety of height 180 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Thevetia neriifolia) Yellow Oleander
451	Planting of Acalypha varieties ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Fox tail) Acalypha hispida
452	Planting of Allamanda dwarf foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Allamanda schottii) Bush allamanda
453	Planting of Lilly - Hippeastrum Lilly shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Amarylis bellodonna (Day lily)) Red spder lily
454	Supplying & planting of plastic Potted plants Anthurium size of dia 12 inch and height 30-45 cm including loading and unloading charges, transportation, etc as directed by the site in-charge. (Anthurium lily) Flamingo lily
455	Planting of asplenium nidus ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Asplenium nidus) Birds nest fern
456	Planting of Brahmi of height 150mm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Bacopa monnieri) Brahmi
457	Planting of barleria of height 20-25 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Barleria prionitis) Porcupine flower
458	Planting of Avaram Herbal plant variety of height 20-25 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Cassia ariculata) Senna ariculata
459	Planting of Vallarai Herbal plant variety of height 20-25 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Centella asiatica) Asiatic pennyward
460	Planting of Chlorophytum ornamental foliage Ground cover variety in Polythene bag of size 6x7 inch the rate including loading and unloading charges, transportation, stacking of sapling at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Chlorophytum comosum) Spider Plant
461	Planting of Vetiver Herbal plant variety of height 20-25 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge. (Chrysopogon zizanioides)
462	Planting of Clerodendron green/varigated plant ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site-in- charge (Clerodendrum inermis) Wild Jasmine
463	Planting of Crotons - Codiaeum variegatum ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge.
464	Supply and planting of Cordyline ornamental foliage shrub of height 30-45cm in polythene bag of size 7×8 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Cordyline fruticosa) Ti plant
465	Supply and planting of Cordyline ornamental foliage shrub of height 30-45cm in polythene bag of size 7×8 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Cordyline fruticosa) Ti plant
466	Planting of Lilly - crinum Lilly shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Crinum asiaticum) Giant crinum lily
467	Planting of shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Crossandra Infundibuliformis) Firecraker flower
468	Planting of cyperus papyrus plant variety of height 20-25 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Cyperus papyrus)
469	Planting of Dendrathema grandiflorum Plant foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. Red Samanthi (Seasonal).
470	Planting of Dendrathema grandiflorum Plant foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. white Samanthi (Seasonal)
471	Planting of Dendrathema grandiflorum Plant foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. Yellow Samanthi (Seasonal)
472	Planting of Dracena marginata ornamental foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Dragon tree)
473	Planting of Dracena Song of India ornamental foliage shrub variety of height 105-120 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Dracaena reflexa) Song of India
474	Planting of Dracena Song of India ornamental foliage shrub variety of height 105-120 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Dracena reflexa)
475	Planting of Poinsetia ornamental foliage Specimen plant variety of height 105-120 cm in polythene bag of size 16x16 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Euphorbia pulcherrima)
476	Planting of Furcarea ornamental foliage Specimen plant variety of height 105-120 cm in polythene bag of size 16x16 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Fucraea foetida)
477	Planting of Dendrathema grandiflorum Plant foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Heliconia rostrata)
478	Planting of Plant foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Heliconia rostrata) Heliconia rostrata
479	Planting of Hibiscus hybrid foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in charge (Hibiscua coccineus) Swamp Hibiscus
480	Planting of Hibiscus hybrid foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Hibiscus rosa-sinensis (pink))
481	Planting of Hibiscus hybrid foliage shrub variety of height 60-75 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Hibiscus rosa-sinensis (red))
482	Planting of Hibiscus hybrid foliage shrub variety of height 60-75 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Hibiscus rosa-sinesis (yellow)) China rose shoe flower
483	Planting of hydrangea ornamental foliage Specimen plant variety of height 30-45 cm in polythene bag of size 16x16 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Hydrangea macrophylla(blue)) Big leaf hydrangea
484	Planting of hydrangea ornamental foliage Specimen plant variety of height 30-45 cm in polythene bag of size 16x16 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. Hydrangea macrophylla (pink) Big leaf hydrangea
485	Planting of Lilly Hymenocallis Lilly (Spider liiy) shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Hymenocallis littorale / Pancratium littorale) white spider lily
486	Planting of Lilly Hymenocallis Lilly (Spider liiy) shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Hymenocallis littorale) Spider lily
487	Planting of Lilly Hymenocallis Lilly (Spider liiy) shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Hymenocallis speciosa) Spider lily
488	Detail of cost each plant Ipomoea purpurea moring glory of height 30cm to 45cm in 20 cm size of Earthen pots/Plastic pots (Ipomoea Purpurea) Morning glory
489	Planting of Ixora ordinary foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Ixora coccinea) Ixora white
490	Planting of Ixora ordinary foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Ixora coccinea (red)) Jungle geranium
491	Planting of Ixora ordinary foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Ixora coccinea) Ixora yellow
492	Planting of Ixora ordinary foliage shrub variety of height 60-75 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Ixora coccinea /(yellowish orange) (orange)) Chinensis ixora
493	Planting of Ixora ordinary foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Ixora coccinea (pink)) Jungle geranium (pink)
494	Planting of Jasmine Plant foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Jasminum sambac) Sambac jasmine
495	Planting of Plant foliage shrub variety of height 30-45 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Limnophila aromatica) Rice Paddy Herb
496	Planting of liriope muscari of height 60-75 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge. (Liriope muscari) Emerald goddess
497	Planting of Vinca rosea Herbal plant variety of height 20-25 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge (Madagascar periwinkle) Cayenne periwinkle
498	Planting of Vinca rosea Herbal plant variety of height 20-25 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge (Madagascar periwinkle(pink)) Periwinkle(pink)
499	Planting of Vinca rosea Herbal plant variety of height 20-25 cm in polythene bag of size 6x7 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in- charge (Madagascar periwinkle(white)) Periwinkle(white)
500	Planting of Mussanda ornamental foliage Specimen plant variety of height 105-120 cm in polythene bag of size 16x16 inch including loading and unloading charges, transportation, stacking of saplings at site, earth work excavation of required size, planting of sapling, refilling of excavated earth etc as directed by the site in-charge. (Mussaenda spp) Mussanda

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Tender For Revamping Of Trunk Infrastructure Facilities At Mepz Special Economic Zone, Tambaram, Chennai, Chennai-Tamil Nadu

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