Tender For Rodibelwala Area Revitalisation And Development (Haridwar), Pauri-Uttarakhand

TDR : 54331373

Tender Notice
BOQ

14 Days Left

Pauri , Uttarakhand

Tender Brief : Tender For Rodibelwala Area Revitalisation And Development (Haridwar)

Document Fees
₹ 5900 /-

EMD
₹ 7011000.0 /-

Tender Value
₹ 45.11 Crore /-

Submission Date
18-03-2026

Competition Type
Indian

Bidding Type
Tender

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1	Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
2	Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material.
3	Ordinary rock (not requiring blasting) Upto 3 m depth
4	Excavation in foundation for retaining, breast walls etc, in all types of soils and rocks including all lead, lift and disposal of surplus material, dressing of sides and bottom and backfilling in trenches with excavated suitable material as per direction of engineer - in - charge, as per drawing and technical specifications Clause 305.1 of MORD Specifiction
5	Compacting original ground supporting subgradeLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
6	Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
7	For additional 2 to 35 km carriage.for above item no.3-4 (Mord)
8	Gravel/Soil-Aggregate Base (Table 400.2) Grading A-Construction of gravel/soil-aggregate base by providing well graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with three wheel 80-100 kN static roller to achieve the desired density, complete as perTechnical Specifications Clause 402
9	Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
10	Nominal mix 1:3:6
11	Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m)
12	P.C.C grade M 15
13	WBM Grading 2: By Mechanical MeansProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
14	WBM Grading 3: By Mechanical MeansProviding, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
15	Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
16	R.C.C. grade M 25
17	Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 (For height upto 5 m)
18	R.C.C. grade M 25
19	Supplying, fitting and placing TMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
20	Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 R.C.C. grade M 25 With Batching Plant, Transit Mixer and Concrete Pump
21	Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202(The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First revision'2014) and IS 1786:2008 clause no. 1.6)
22	Supplying, Fitting and Placing un-coated HYSD bar Fe500 Reinforcement in Foundation complete as per Drawing and Technical Specifications.
23	Cast in Situ Cement Concrete M20 kerb (Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409)
24	Using Concrete Batching and Mixing Plant
25	PCC M15 for Kerb base
26	PCC M20 for Kerb (Cast in Situ)
27	Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203
28	Brick masonry in 1:4 cement mortar
29	Plastering with cement mortar (1:4), 15mm thick on brick work in substructure as per technical specification Clauses 613.4 & 1204
30	Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2
31	Dismantling of Structures:Dismantling of existing structures like culverts, bridges, retaining walls and other structurecomprisingofmasonry,cementconcrete,woodwork,steelwork, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. By Mechanical Means Reinforced Cement Concrete
32	Providing and Laying of Interlocking Concrete Blcok (M-35) Pavements having thickness 60 mm as per drawing and Technical Specification Clause 1504
33	Painting Two Coats on New Concrete SurfacesPainting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
34	Providing and laying of hot applied thermoplastic compound of ISI Mark Approved Quality of 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
35	Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC :67 made of Type XI retro- reflective sheeting, vide clause 801.3, fixed over Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.
36	Direction and Place Identification Signs with size more than 0.9 sqm size Board.Providing and erecting direction and place identification retroreflectorised sign as per IRC :67 made of Type XI retro- reflective sheeting, vide clause 801.3, fixed over Aluminium composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2 mm thickness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
37	Retro-Reflective Traffic Signs with Type XI retro- reflective Sheet:Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Type XI retro reflective sheeting fixed over 3mm/4mm thick Aluminium composite material sheet vide clause 801.3, depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.
38	600 mm equilateral triangle
39	900mm high Octagon
40	Road Delineators / Vertical Guide Posts:Providing and fixing of Standard Metal Delineator consisting of minimum retro reflective unit exposed area of 330 sqcm, full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI table specification with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron. The posts shall have ellipsoidal or circular design with the height ofthe pole shall be 800 to 900 mm above the ground with about 200 to 300 anchored with PCC M-15 onto the ground. The front and back faces of the delineator should be curved with a radius of not more than 200 mm and with delta angle (or central angle of curve) lying between 20o and 30 o, to increase the visibility of the delineator for vehicles moving in continuouscurves. The delineator shall have sufficient arrangement to make the reflective sheets vandal-proof. Including all test report and warranties as per IRC 67 and IRC 79.
41	Solar Road Studs:Providing and fixing Solar Powered Road Studs (Rectangular) of size not less than 100mm x 100 mm x 10 mm or (Circular) of dia 130+/- 6mm and height 30 +/- 2mm (with 8 super bright LEDs for long visibility from distance greater than 800 m) having twin shank and body made of aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13635 kg tested in accordance with ASTM D 4280 and water resistance as per IP 65 in accordance with IS 12063:1987, fixed to the road surface using adhesives and the procedure recommended by the manufacturer as per Clause No. 804.6 and 804.7 of MORTH specifications.
42	Road Studs / Cat Eye:Providing and fixing of single mould twin shank reflective road studs of‘category A’ Raised pavement markers made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive recommended by the manufacturer. Two cylindrical Polymer Shanks of not less than 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO.III and the length ,height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm and outermost faces of configuration of marker shall not deviate more than 1.3 mm from a flat surface. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro reflectory surface shall not be less than 13.0 sq.cm. The slope or retro – reflectory surface shall be 35 + 5 degree to base. Each reflector shall have a CIL not less than values specified in table 1 of MORTH Section 800 page no. 353 and should accompany two year warranty for satisfactory field performance from the manufacturer.
43	Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift = upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
44	Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
45	Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 Cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501
46	Supply and Delivery of DWC Structured Wall Polyethylene Piping Systems (Pipe with online/offline coupler and elastomeric sealing ring) with required specials non-smooth external annular corrugated and smooth internal surface (Double wall) (SN 8 Class) for non-pressure underground sewerage, drainage application generally as per IS-16098 (Part-2) type B.
47	150mm Dia Pipe SN 8 Pipe
48	Lowering, Laying and Jointing of class SN 8 structured wall (External Annular. Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of coupler(online/ offline) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed onthe specified valley of the corrugation at the spigot end, lowering the same into the trench, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including cartage of pipes and fitting from site stacks to the place of laying etc. as per direction of Engineer-in-charge.
49	150mm Dia SN 8 Pipe
50	Supply of GI pipe confirming to IS:1239 (Part I) - 2004.
51	25 mm Dia DI Pipe
52	40mm Dia DI Pipe
53	65mm Dia DI Pipe
54	Providing all materials, Carting from site store to site of work, Laying and Jointing of GI Pipe Conforming to IS: 1239 (Part-I) including supply of all joining materials like specials, white lead, hemp and oil etc in trenches withits cutting, threading and testing of pipeline etc complete.
55	25 mm Dia DI Pipe
56	40mm Dia DI Pipe
57	65mm Dia DI Pipe
58	Providing and fixing Brass GM valve / Wheel Valve in position, including all materials, Lobourer, T&P complete.
59	25 mm Dia DI Pipe
60	40mm Dia DI Pipe
61	65mm Dia DI Pipe
62	Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete.
63	75 mm dia pipe
64	waste water
65	110 mm dia
66	for Sewerage
67	160 mm dia pipe.
68	Providing and fixing on wall face UV stabilized Unplasticised - PVC moulded fittings/ accessories having 3.2mm wall thickness for Rigid PVC pipes conforming to IS : 13592 (heavy) jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.
69	Tee/ Tee with door/ Bend 45°/ Bend 90°
70	75 mm
71	110mm
72	Vent covel 110 mm
73	\\"P\\" trap 110mmx110mm long
74	Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
75	All kinds of soil
76	Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
77	40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand), including pointing with cement mortar 1:2 (1 cement : 2 stone dust) with an admixture of pigment to match the shade of stone
78	Red Sand Stone
79	Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :
80	Red sand stone - exposed face fine dressed with rough backing. 40 mm thick
81	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
82	Finishing walls with Acrylic Smooth exterior paint of required shade :
83	New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.90litre/10 sqm)
84	Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.
85	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.
86	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.
87	In gratings, frames, guard bar, ladder, railings, brackets,gates and similar works
88	Steel work in built up tubular (round, square or rectangular hollow tubesetc.) 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.
89	Hot finished welded type tubes
90	Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purposes only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
91	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.
92	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 excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
93	Ordinary rock (5% L.S)
94	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 excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge.
95	All kinds of soil
96	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 upto 50 m and lift upto 1.5 m.
97	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
98	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
99	1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
100	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 naturalsources, Portland Pozzolana / Ordinary Portland /Portland Slagcement, 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 1.10 times of the specified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extra cement.
101	All works upto plinth level
102	Concrete of M30 grade with minimum cement content of 350 kg /Cum
103	All works above plinth level upto floor V level
104	Concrete of M25 grade with minimum cement content of 330 kg /Cum
105	Concrete of M25 grade with minimum cement content of 330 kg /Cum
106	Centering and shuttering including strutting, propping etc. and removal of form for
107	Foundations, footings, bases of columns, etc. for mass concrete
108	Suspended floors, roofs, landings, balconies and accessplatform
109	Lintels, beams, plinth beams, girders, bressumers and cantilevers
110	Columns, Pillars, Piers, Abutments, Posts and Struts
111	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
112	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
113	Thermo-Mechanically Treated bars of grade Fe-500D or more.
114	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
115	Thermo-Mechanically Treated bars of grade Fe-500D or more.
116	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in :
117	Cement mortar 1:4 (1 cement : 4 coarse sand)
118	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.
119	Cement mortar 1:4 (1 cement :4 coarse sand)
120	Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course of half brick masonry.
121	12 mm cement plaster of mix :
122	1:6 (1 cement: 6 fine sand)
123	Extra for plastering done on moulding, cornices or architraves includingneat finish to line and level:
124	In one coat
125	15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
126	Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content.
127	With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
128	Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces :
129	Two coats
130	Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1 :4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily.
131	Glazed Vitrified tiles Matt/Antiskid finish of size
132	Size of Tile 600 x 600 mm
133	Providing and fixing 1st 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 1 2 mm thick bed of cement mortar 1 :3 (1 cement: 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
134	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.
135	Granite stone slab of colour black, Cherry/Ruby red
136	Area of slab over 0.50 Sqm
137	Providing and Fixing factory made uPVC door frame, made of uPVC exturded sections, of size 65 mm x 55 mm with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm (±0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer's specification and direction of Engineer-in-charge.
138	Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm(± 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC profile of size 28 mm x 30 mm, with wall thickness 2 mm ( ± 0.2 mm). Lockrail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical styles. Providing with PVC snap fit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer's specification and direction of Engineer-in-charge.
139	Providing and fixing factory made uPVC glazed/wire mesh windows/ doors comprising of lead free uPVC multi-chambered frame, sash and mullion/coupler (where ever required) extruded profiles having minimum wall thickness of 1.70 mm for Series R1 and R2 profiles and 2.10 mm for Series R3 and R4 profiles conforming to EN: 12608 in any shape, colour and design duly reinforced with galvanized mild steel section made of required shape & size as per CPWD Specification, uPVC extruded glazing beads, interlocks and Inline sash adaptor (where ever required) of appropriate dimension, EPDM gasket, hardware, SS 304 grade fasteners of minimum 8 mm dia with countersunk head, comprising of matching polyamide PA6 grade sleeve for fixing frame to finished wall as per IS 1367 : Part 1 to 14, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame, sash & mullion (if required) shall be mitred cut and fusion welded/mechanically jointed duly sealed at all corners, including drilling of holes for fixing hardware and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of approved size and quality, all complete as per approved drawing conforming to CPWD specification & direction of Engineer-in-Charge. Section of steel reinforcement and cross sections of uPVC profiles to be as per design approved by Engineer-in-Charge. Wire mesh / Glazing of plain/ toughened/ laminated/ double glass unit with / without high performance coatings as per design requirements and conforming to IS: 3548 & IS: 16231 shall be paid separately. Note:- Structural design proof checked from a Government Engineering Institute, to be provided by the manufacturer for : (i) Sites with basic wind speed > 45 m/sec as per IS 875 – Part 3 (ii) Sites with structure height more than 20m for all wind speeds
140	Fixed window I ventilator without mullion I transom.
141	Using R1 series with frame (33 mm & above) x (35 mm & above). (Height upto 0.90 metre)
142	Providing and fixing Brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.
143	Providing and fixing aluminium round shape handle of outer dia 100 mm with SS screws etc. complete as per direction of Engineer-incharge
144	Anodized (AC 15 ) aluminium
145	Providing and fixing chromium plated brass butt hinges with necessary chromium plated brass screws etc. complete.
146	50x40x2.5 mm (ordinary type)
147	Providing and fixing aluminium tower bolts, ISi marked, anodised (anodic coating not less than grade AC 1 0 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete:
148	200x10 mm
149	40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1 :5 (1 cement: 5 coarse sand) with joints finished flush.
150	White/Grey sand stone
151	Providing gola 75x75 mm in cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 stone aggregate 1 0 mm and down gauge), including finishing with cement mortar 1 :3 (1 cement: 3 fine sand) as per standard design :
152	In 75x75 mm deep chase
153	Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1 :2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400 micron, finished with 1 2 mm cement plaster 1 :3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
154	Providing and laying four courses water proofing treatment with bitumen felt over roofs consisting of first and third courses of blown bitumen 85/25 or 90/15 conforming to IS : 702 applied hot @ 1.45 Kg per square metre of area for each course, second course of roofing felt type 3 grade-I (hessian based self finished bitumen felt) and fourth and final course of stone grit 6 mm and down size or pea sized gravel spread at 6 cubic decimeter per square metre, including preparation of surface but excluding grading complete with :
155	Bitumen felt (hessian base) type 3 grade I conforming toIS : 1322
156	Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete.
157	Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
158	Demolishing cement concrete manually/ by mechanical meansincluding disposal of material within 50 metres lead as per directionof Engineer - in - charge.
159	Nominal concrete 1:3:6 or richer mix (including equivalentdesign mix)
160	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.
161	In cement mortar
162	Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction of Engineer-in-charge.
163	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
164	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
165	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design :
166	Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
167	Manhole -0.6 to 0.90 m Depth
168	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
169	Extra for depth for manholes :Size 90x80 cmWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5
170	Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (heavy duty) 560 mm internal diameter, total weight of cover and frame to be not less than 208 kg (weight of cover 108 kg and weight of frame 100 kg) :
171	Manhole - 1.00 m To 2.25 m depth
172	With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
173	Extra for depth for manholes :Size 120x90 cmWith common burnt clay F.P.S. (non modular) bricks of class designation 7.5
174	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solventcement and testing of joints complete as per direction of Engineer inCharge. INTERNAL WORK - EXPOSED ON WALL
175	40 mm nominal outer dia .Pipes.
176	50 mm nominal outer dia .Pipes.
177	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This included jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.EXTERNAL WORK
178	50 mm nominal outer dia .Pipes.
179	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.CONCEALED WORK including cutting chases and making good the walls etc.,
180	15 mm nominal outer dia .Pipes.
181	20 mm nominal outer dia .Pipes.
182	25 mm nominal outer dia .Pipes.
183	32 mm nominal outer dia .Pipes.
184	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :
185	15 mm nominal bore
186	Bib cock (400 grams)
187	15 mm nominal bore
188	15 mm nominal bore
189	Providing and fixing toilet paper holder : 17.34.1 C.P. brass
190	Providing and fixing PTMT soap Dish Holder having length of 138 mm, breadth 102 mm, height of 75 mm with concealed fitting arrangements, weighing not less than 106 gms.
191	17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 mm, weighing not less than 190 gms
192	Providing and fixing PTMT towel ring trapezoidal shape 215 mm long, 200 mm wide with minimum distances of 37 mm from wall face with concealed fittings arrangement of approved quality and colour, weighing not less than 88 gms.
193	Providing and fixing 8 mm dia C.P. / S.S. Jet with flexible tube upto 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge
194	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :25 mm nominal bore
195	Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C.flushing cistern, including flush pipe, with manually controlled device(handle lever), conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid
196	Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required :
197	Single half stall urinal with 5 litre P.V.C. automatic flushing cistern
198	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 Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tap
199	Providing and fixing mirror of superior glass (of approved quality) and ofrequired shape and size with plastic moulded frame of approved make andshade with 6 mm thick hard board backing17.32.2 Rectangular shape 453x357 mm
200	Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron (spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost of cutting holes and making good the walls etc. :
201	For 100 mm dia pipe
202	Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate include making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately.
203	Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:1.5:3 mix (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size), including necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
204	With common burnt clay F.P.S.(non modular) bricks of classdesignation 7.5
205	Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 11.26.1 25 mm thick
206	Rubbing on existing stone flooring and filling of grooves with cement motor 1:2(1 cement:2 stone dust) admixed with pigment to match the shade of stone etc. Complete in all respect as directed by engineer in charge.
207	Rough dressing the trenched ground including breaking clods.
208	Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation.
209	Fine dressing the ground
210	Preparation of mounds of various size and shape by available excavated / supplied earth in layers not exceeding 20 cm in depth, breaking clods,watering of nos layer, dressing etc., lead upto 50 meter and lift upto 1.5 mcomplete as per direction of Officer-in-charge.
211	GRASS AREAS
212	Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge
213	Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).
214	Providing and laying Neelgiri/Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, as per direction of officer-in-charge.
215	Providing & laying Selection no. 1 doob grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with required tools wooden and than rolling the surface with light roller make the surface smoothen and light watering the same maintenance for 30 days or more till the grass establish properly,as per direction of officer in charge
216	Supplying & planting of Selection No.1 doob grass turf at site fresh & free from weeds having proper roots in green including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge.
217	TREES
218	Mixing earth and sludge or manure in proportion specified or directed.
219	Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately):
220	Holes 1.2 m dia and 1.2 m deep
221	Providing and fixing M. S. tree guard 45 cm square in plan, height 1.20 metre above ground level and 0.40 metre below ground level. The vertical members shall consist of four nos angle iron of size 25x25x3 mm, 1.8 m long, one at nos corner and 8 nos flat iron of size 25x3 mm, 1.2 m long. The vertical mambers shall be welded to 4 nos 25x6 mm M. S. flats placed horizontally around the vertical member of the cage. One name plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the tree guard near the middle height and lettered CPWD / PWD/ any other approved name. The tree guard shall be fixed to the ground by making suitable holes and by embedding four corners leg in the ground, including refilling the earth, compaction etc. complete. The tree guard shall be painted with two or more coats of synthetic enamel paint of approved brand and manufacture over a coat of primer, complete in all respect.
222	TREE LIST
223	Providing and planting of trees in bbag size of 25 cm/ HDPE bags or as per direction of the officer-in-charge:
224	Adansonia digitata of ht 150-165cm
225	Albizzia lebbek of height 150-165 cm
226	Alstonia scholaris of height 150-165 cm
227	Bauhinia blakeana (Kachnar) of height 120-150 cm
228	Bauhinia purpurea (Kachnar) of height 150-165 cm
229	Bottle palm of ht. 270-300 cm bottom girth 40-50 cm
230	Callistemon lanceolatus of height 150-165 cm. in cm
231	Cassia fistula (Amaltash) of height 120-135 cm
232	Cassia javanica of height 120-150 cm
233	Erythrina indica of height 150-165 cm
234	Ficus benjamina (green) of height 150-165 cm., bushy with healthy branches and lush green foliage
235	Ficus infectoria (Pilkhan) of height 150-165 cm
236	Areca catechu palm of ht. 270-300 cm bottom girth 40- 50 cm
237	Jacaranda mimosifolia of height 150-165 cm
238	Lagerstroemia parviflora of height 150-165 cm
239	Lagerstroemia speciosa of height 150-165 cm
240	Magnolia grandiflora of height 150-165 cm
241	Michelia champa (Golden Champa) of height 90- 105 cm
242	Millingtonia hortensis of height 150-165 cm
243	Mimusops elengi (Maulsri) of height 180-195 cm
244	Nauclea cadamba (Kadam) of height 150-165 cm
245	Peltophorum species of height 150-165 cm
246	Plumeria acutifolia of height 150-165 cm
247	Plumeria alba of height 165-180 cm
248	Plumeria alba dwarf of height 90-105 cm
249	Plumeria rubra of height 120-150 cm
250	Pongamia glabra (Papri) of height 120-135 cm
251	Putranjiva roxburghii of height 90-105 cm
252	Schleichera trijuga (Kusum) of height 150-165 cm
253	Tabebuia sp. of height 150-165 cm
254	SHRUBS
255	Mixing earth and sludge or manure in proportion specified or directed.
256	Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any with all leads and lifts (cost of manure, sludge or extra good earth if needed to be paid for separately):
257	Holes 60 cm dia, and 60 cm deep.
258	SHRUB LIST
259	Providing and planting of shrubs in earthen pots/ polybags/HDPE bags of size 25 cm/30 cm or as per direction of the officer-in-charge:
260	Bauhinia acuminata height 60-75 cm
261	Bauhinia tomentosa (yellow) of height 60-75 cm
262	Beloperone species of height 30-45 cm
263	Caesalpinia pulcherrima species of height 45-60 cm
264	Cymbidium sinense of height 45-60 cm
265	Calliandra hybrida of height 105-120 cm well branched, bushy
266	Codiaeum variegatum of height 45-60 cm
267	Clerodendron colebrookianum assia laevigata of height 45-60 cm
268	Cassia laevigata of height 60-75 cm with 4-5 branches
269	Cestrum nocturnum (Raat ki Rani) of height 60- 75 cm with 4-5 branches
270	Chandni dwarf of height 15-20 cm
271	Dombeya mastersii of height 60-75 cm
272	Euphorbia caracasana (bronze colour leaves) of height 90-105 cm bushy
273	Euphorbia pulcherrima (dark red double bracts) well branched of height 60-75 cm
274	Euphorbia pulcherrima (dark red) well branched (poinsettia Red Hegg) of height 60-75 cm
275	Excoecaria bicolor of height 45-60 cm
276	Ficus blackii (F.vivion) of height 45-60 cm. with 6- 8 branches healthy foliage
277	Ficus blackii (F.vivion) (bushy) of height 150-165 cm with 8-10 branches and healthy foliage
278	Ficus reginald well branched, bushy of height 60- 75 cm
279	Ficus panda of height 60-90 cm, with 8-10 branches, and healthy foliage, bushy
280	Ficus panda of height 90-105 cm. with 10-12 branches and healthy foliage
281	Ficus long Island of height 15 cm to 20 cm, full of branches and foliage
282	Gardenia jasminoides of height 45-60 cm. with 3- 4 branches
283	Hamelia patens of height 60-75 cm. with 6-8 branches
284	Hamelia patens of height 90-105 cm. bushy
285	Hamelia patens (Dwarf ) of height 30-45 cm. with 3-4 branches
286	Hibiscus rosasinensis of height 90-105 cm, bushy
287	Hibiscus variegated of height 60-75 cm. with healthy variegated foliage
288	Jatropha multifida (red colour) of height 45-60 cm. with 2-3 branches
289	Largerstroemia indica of height 45-60 cm
290	Malpighia coccigera of height 30-45 cm, multibranched
291	Murraya exotica of height 45-60 cm
292	Mussaenda erythrophylla (Rosea) of height 60- 75 cm. multi branched
293	Nerium oleander (kaner) of height 60-75 cm. with 5-6 branches
294	Nerium oleander (kaner) dwarf of height 30-40 cm
295	Nerium oleander variegated of height 45-60 cm
296	Plumbego capensis well developed with fresh and healthy 30 to 45 cm ht., with bloom
297	Putranjiva roxburghii of ht. 60-75 cm
298	Tabernaemontana coronaria (Chandni single) of height 75-90 cm. with 5-6 branches
299	Tabernaemontana coronaria (chandni variegated) of height 45-60 cm. with 3-4 branches
300	Tecoma gaudichaudi of height 90-105 cm bushy
301	Tabernaemontana divaricata (Chandni double) of height 75-90 cm. with 4-5 branches
302	Thevetia nerifolia of height 60-75 cm. with 5-6 branches
303	Thuja compacta of height 45-60 cm well branched
304	GROUND COVERS
305	Mixing earth and sludge or manure in proportion specified or directed.
306	Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including planting and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50m lift upto 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately).
307	Providing and planting of ground covers in earthen pots/ polybags/HDPE bags of size 25 cm/30 cm or as per direction of the officer-in-charge:
308	Alpinia Variegated (three in one) having ht. 30 cm and above, with fresh and healthy variegated foliage
309	Alternanthera species of height 15 cm to 20 cm, full of branches and foliage
310	Asparagus marrie, well developed 15 to 20 leaves, full of branches and foliage
311	Asparagus sprengeri of height 30 cm to 45 cm, full of leafy branches
312	Aspidistra, having 10 to 15 leaves well developed with fresh & healthy
313	Clerodendrum inerme having ht. 25 cm to 30 cm multi branched
314	Clerodendrum inerme of ht. 20 cm to 30 cm multi branched
315	Chlorophytum (Green), full of leafy suckers
316	Chlorophytum-variegated, full of leafy suckers
317	Daniella variegated, with 3 to 4 variegated leaves
318	Duranta Golden, having ht.15 to 20 cm bushty shape with fresh and healthy leaves
319	Euphorbia milli hybrid variety, having ht. 30 cm to 45 cm with multi branch, full bloom, fresh and healthy leaves
320	Ipomea (Golden leaves),with fresh and healthy leaves
321	Iresine herbstii, of height 25-30 cm., full of branches well developed
322	Juniperus prostrata with 5 to 6 latral branches and green foliage
323	Ophiopogon, Green/Black full of leaves
324	Ophiopogon jaburan (variegated ), full of variegated leaves
325	Portulacaria afra (Jade ) with 5 to 6 branches
326	Schefflera green, having 3 to 4 branch, ht. 30 to 45 cm well developed with fresh & healthy
327	Setcreasea purpurea full of variegated leaves
328	Syngonium (Butterfly) variegated with 2-3 suckers healthy foliage
329	Syngonium golden of height 30-45 cm. with 2-3 suckers healthy foliage
330	Syngonium miniature dwarf, having height 30-45 cm. with 2-3 suckers healthy foliage
331	Syngonium variegated,of height 20-30 cm. with 2-3 suckers healthy foliage
332	Tradescantia, full of leaves
333	Tradescantia zebrina
334	Wedelia trilobata,full of leaves
335	Allamanda cathartica of height 30 cm to 45 cm
336	Bignonia venusta (Golden shower) of height 30 cm to 45 cm
337	Bougainvillea (Variety Butiana, Lady Mary Baring, Mahara,Mohan,Scarlet Queen, Variegated, Glabra Formosa, Peruviana Odissi, Paratha, Subhra,Thimma, Spectabilis L.N Birla, Refulgens) of height 30 cm. to 45 cm. with 2-3 branches
338	Clerodendrum splendens of height 30 cm to 45 cm
339	Ipomoea purpurea (Morning glory) of height30 cm to 45 cm
340	Jasmine grandiflorum (chameli) of height 30 cm to 45 cm
341	Jasmine humile (Yellow) of height 30 cm to 45 cm
342	Passiflora caerulea (Rakhi bel) of height 30 cm to 45 cm
343	Quisqualis indicia of height 30 cm to 45 cm
344	Vernonia elaegnifolia (curtain creeper) plant of height 30 cm to 45 cm
345	Mixing earth and manure in proportion 8:1
346	Digging holes and refilling the same with sweet earth mixed with manure 2 :1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%), flooding with water, dressing including removal of rubbish and surplus earth if any with all leads and lifts;
347	Holes 45 cm dia, and 45 cm deep.
348	Supplying and planting of good earth at site including royalty and carriage up to 1 km (earth measured in stacks will be reduced by 20% for payment).
349	25% IMPORTED EARTH
350	Supplying and planting at site dump manure from approved source, including carriage upto 5 km lead complete (manure measured in stacks will be reduced by 8% for payment) :
351	Screened through sieve of I.S. designation 20mm
352	MCB: Supplying and fixing SP MCB, 240 volts,10KA, 'C' curve, suitable for inductive load in the existing MCB DB complete with connections, testing and commissioning etc. as per specification.
353	5 amps to 32 amps
354	MCB distribution board: Supplying and fixing on surface/ recess following way, 240 volts SP&N MCB distribution board of sheet steel phosphatized and powder painted complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, including interconnections, earthing etc. as per specification. (But without MCB/RCCB/Isolator).8 way, Single door
355	Wiring for light/ fan/ exhaust fan / call bell point with 3x1.5 sqmm FRLS PVC insulated stranded copper conductor wire for phase, neutral and earth in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) with p modular switch, modular base and cover plate, suitable size G.I. box as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5)
356	Group A
357	Group B
358	Group C
359	Wiring for circuit/ sub main wiring along with earth wire with the following sizes of FRLS PVC insulated copper conductor, wire in concealed FRLS PVC conduit (heavy duty, thickness of pipe should be 2 mm) as per specification and IS: 694 (2010), IS: 9537 (2000 Part 5)
360	2 X 1.5 sq. mm +1x1.5 sqmm earth wire
361	2X 2.5 sq. mm +1x2.5 sqmm earth wire
362	2 X 4 sq. mm +1x4sqmm earth wire
363	Laying of one Number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size in the existing RCC/HUME/Metal pipe as required. 7.5.1 upto 35sq.mm.
364	Supplying and fixing of sheet steel enclosure on surface/recessalong with 25Amps, Double Pole ,240V,10KA, C Curve MCB complete with connections testing & commissioning as required
365	Armoured Cable: Laying following sizes one number FRLS PVC insulated , PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/ HUME/ STONEWARE/ METAL/ HDPE pipe as per specification, IS: 9537 (2000, Part 5).
366	Laying of 3.5C x 150 sq. mm.Aluminium Armoued cable
367	Laying of 3.5C X70 sqmm Aluminium Armoured Cable
368	Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as per specification. .
369	4 X 10 sq. mm (25 mm)
370	4 X 16 sq. mm (28 mm)
371	2X 6 sq. mm (19 mm)
372	DWC HDPE pipe: Supply & laying of DWC HDPE pipe ISIS marked along with all accessories like socket,bend,couplers etc.conorming to IS 14930 part II complete with fitting and cutting ,joining,etc.direct in gorund (75cm below ground leve;) inclsuing excavation and refilling the trench but excluding sand cushioning and protective covering etc,complete as required. 63mm dia (OD-63mm & ID-51 mm nominal)
373	90 mm outer dia and 76mm inner dia
374	DWC HDPE pipe: Supply & laying of 63mm Dia DWC HDPE pipe ISIS marked along with all accessories like socket,bend,couplers etc.conorming to IS 14930 part II complete with fitting and cutting ,joining,etc.direct in gorund (75cm below ground leve;) inclsuing excavation and refilling the trench but excluding sand cushioning and protective covering etc,complete as required. 63mm dia (OD 63mm & ID-51mm nominal)
375	Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as per specification.
376	SWG G.I wire: Supplying and laying 6 SWG G.I wire at 0.50 metre below ground level for conductor earth electrode, including soldering etc. as per specification.
377	G.I. strip: Supplying and laying 25 mm X 6 mm G.I. strip at 0.50 metre below ground as strip earth electrode, including soldering, excavation and refilling the trench etc. as per specification.
378	7 m Pole: Supply and erection of M.S.Galvanized Octagonal pole (as per BSEN 40-3-3:2003/BSEN10025/IS2062/IS:875Part-1-2015/ for MS plate for base flange) of following length and dimension with base plate on the cement concrete foundation of M-20 grade 1:1.5:3) as per IS-456/ IS-2911.with the help of anchor bolts of grade 6.8 (IS: 1367 P III). Octagonal MS Poles made of S-355JO grade steel sheet,folded length wise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS2629.
379	7 metre high,
380	MCB: Providing & Fixing of 240/415 V AC MCB with positive isolation of breaking capacity not less than 10KA (B/C tripping characteristic as per type of load and site requirement) 4KV impulse with stand voltage for electrical Works with ISI marked IS 8828(1996) /conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanism, energy limiting of class 3 as per IEC,minimum phase termination capacity of 35sq.mm., conductor line load reversibility, label holding facility, IP 20 contact protection and fitted with existing distribution board/sheets, min. operation 20,000 upto 32 A rating and 10,000 upto 63 A, 5000 for 80 A rating including making connections, testing etc. as required.40 amps
381	Wiring for light I power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface I recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable fo r loop earthing as required .(7x1.5sqmm)
382	Wiring for circuit/ subn1ain wiring alongwith earth wire vvith the follovving sizes of FRLS PVC insu lated copper conductor, single core cable in surface/ recessed steel conduit as required.(8x1.5sqmm)
383	Wiring for light I power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface I recessed steel conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable fo r loop earthing as required ..(7x1.5sqmm)
384	Wiring for light I power plug with 2X4 sq . mm FRLS PVC insulated copper conductor single core cable in surface I recessed ~tee ! conduit alongwith 1 No. 4 sq . mm FRLS PVC insulated copper conductor s ingle core cable for loop eaithing as required ..(6x1.5sqmm)
385	Providing & Fixing of IP20S MD Mid Power LED batten type integrated light fixture made from polycarbonate/ extruded aluminum powder coated housing with in built driver, Power Consumption of 18W/20W, system lumen efficacy≥ 120 lm/Watt output,internal surge protection of 2.5KV with Short & Open circuit protection,THD<10%, p.f≥0.95, CRI>80, life time of minimum 50000 Burning Hours with, 70% of initial Lumen maintained till life ends, CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin), maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trademark certificate (T.C.).
386	4' LED Tube shape fixture 18/20watt, extruded aluminium base
387	10 watt {2 feet} - Poly Carbonate base 2 LED tube shape fixture 9/10 W
388	Providing & fixng of Double ball bearing copper wounded capacitor start single phase metallic blasé fresh air fan in exisiting opening inclsuing cost of hardware, flexible 3 core copper conducter ,making connections, testing225 mm sweep
389	Copper Armoured cable: Supply of 2C X 4sqmm copper armoured cable Core-2
390	Armoured cable: Supply of 2 x 10 sq. mm Al Armoured cable Core-2
391	Supply, Erection and Fixing of hotdippedgalvanised M.S.Over hang (48.3 X 3.25 mm) with cap (400 x 88.9/114.3 x 3.25 mm) over the existing poles. arrangement for tightening the bracket with pole by providing suitable size heavy duty nuts and bolts in canopy, painting with one coat of approved steel primer etc. as per specification.
392	Single arm over Hang
393	25 m High Mast: Supply installation testing & Commissioning 25M (in 3 section) high mast lighting system (as per PLG 07of ILP UK techinical report no7 of ILEUK/IS:875 Part-1-2015 /BSEN10025/andIS:2062)consisting of totally hot dip galvanised by single dipped method high mast, lantern carriage suitable for upto 12 nos luminaries with welded arm (excluding luminares), mast head frame assembly with full cover, including 1 No. LED 15 Watts aviation obstruction lights,double drum type self sustaining winch, integral power tool accessible from door with padlocking arrangement (winch motor with control circuit) hot dipped galvanised heavy duty pipe lightening final, S.S.ropes (AISI316,7/19 construction), EPR insulated PCP sheathed trailing cable, including outdoor type control panel for auto on/off, reverse / forward motor operation and CC foundation of M - 25 grade complete as required as per IS 456/IS 2911.
394	15 W LED: Providing & Fixing of IP-65 Protected LED aviation obstruction light luminaire comprising of die cast aluminum alloy housing with Polycarbonate enclosure having more than 200 Nos Low Power LED's having minimum power consumption 15 watts complete in all respect. aviation obstruction LED light luminaire Min. 15 Watts
395	150 W LED: Providing & Fixing of IK07 IP-66 protected high power LED flood light system with Pressure die cast aluminum housing LM6/ADC12 material, toughened glass diffuser with suitable lenses on LED to achieve various beam angles, 240 volt, 50Hz, of high power LED lamps. Integrated driver must be potted & has a unique BIS R number shall be high efficiency having efficiency more than 85% and in compliance to BIS certified and T.C. certificate. The System level Luminaire efficiency >=120 lm/ watt with High Power LEDs is to be used. LED driver Input Voltage AC120 V to 270 V AC with High voltage Cut off@>=300V AC and Auto resetting Safety. Input Frequency 50Hz+3%, Power Factor>0.95, driver Efficiency >85%,THD(1) <10%, driver current 1000 mA. High Power LED Flood Light 150W.
396	90 W LED: Providing & Fixing of IK07 IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum LM6/ADC12 material with heat dissipation housing with UV stabilized PC/ Toughened Glass cover (UV stablization report submitted for UV cover) and secondary lens on each LED & should be SMD type. The System level Luminaire efficacy >=120 lm/ wt with High Power LEDs is to be used and potted driver must be potted & has a unique BISR number with Input Voltage AC120to270VAC with High voltage Cutoff @>=300VAC and Auto resetting Safety Input Frequency 50Hz+3% Power Factor >0.95 driver Efficiency>85%, THD(1) <10% Humidity 10% to 90% RH Working Temp-5C to 45C. driver current <1000mA shown in LM79 report. The luminaire shall be BIS certified and T.C. certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintained color Rendering Index >70and CCT5700K +355K. Surge protection shall be min≥ 4 KV internal and min 10 KV external.
397	90 watt
398	Armoured Cable: Supplying and laying following sizes one number FRLS PVC insulated , PVC sheathed, steel armoured, aluminium conductor power cable of 1.1 KV grade in existing RCC/ HUME/ STONEWARE/ METAL/ HDPE pipe as per specification, IS: 9537 (2000, Part 5).
399	Supply of 3.5Cx150Sqmm Cable Aluminium Armoured Cable
400	Supply of 3.5Cx70Sqmm Aluminium Armoured Cable
401	Supply of 3.5Cx25Sqmm Cable Aluminium Armoured Cable
402	Supply of 4Cx10Sqmm Cable Aluminium Armoured Cable
403	2x6 sq. mm
404	4x16 sq. mm
405	Supply of 2 x 10 sq. mm Al Armoured cable
406	Supplying and making end termination with brass compression gland and aluminum lugs for following size armoured aluminum conductor power cable of 1.1 KV grade as per specification. .
407	3½ X 150 sq. mm
408	3.5x70 sqmm
409	3½ X 25 sq. mm (28 mm)
410	4 X 10 sq. mm (25 mm)
411	4 X 16 sq. mm (28 mm)
412	Supplying and making straight through joint with heat shrinkable joint kit including aluminium ferrules for following size of FRLS PVC insulated and PVC sheathed / XLPE aluminum conductor cable of 1.1 KV grade as per specification. .
413	3½ X 25 sq. mm
414	4 X 16 sq. mm
415	MDB -1
416	SITC of wall/free standing floor mounted dust and vermin proof compartmentalised cubical panel for electrical Works, made out of CRCA sheet. Other parameters required as per point (a) Thickness of sheet shall not be less than 1.6 mm up to 600 mm length/width of any compartment and be of 2.0 mm above 600 mm. Load bearing structure shall be of 2.0 mm thick sheet supported by base M.S. channel if required. Side walls and cable alley compartment shaving bolted type doors with/without detachable extension type structure (b) Panel shall be duly treated for derusting in 7 tank process with de phosphating and with powder coating of minimum 70 microns on both side of panel in desired shade The panel having PU/ Neoprene rubber gasket of not less than 3mm thickness, required hardware, separate detachable gland plate M.S. base channel (min 75mm), hinged door with locking arrangement for equipment/switchgear (c) Interconnection between bus bar and switch gears/cable shall be rigidly supported and made out by flexible copper wires (upto 125 amp) and by solid bus bar(>125 amp).
417	Metering & Indication
418	1 set of phase indicating lamps (RED/YELLOW/BLUE)
419	200/5A CT
420	0-100/200 amps ammeter Analog
421	0-500 amps voltmter Analog
422	selector switch for voltmeter
423	selector switch for ammeter
424	BUS-BAR
425	1 Set of 200A 4P Aluminium Bus Bar with colour coded PVC Sleeves (4x800mm)
426	OUTGOINGS
427	4P MCCB, 63A 25KA adjustable overload,adjustable S/C setting Ics=Icu
428	INCOMER
429	63A FP Conductor
430	Timers For 24 Hrs setting
431	40A FP Conductor
432	Metering & Indication
433	63/5A CT & 50/5A CT Class Ratio upto 150/50 Burden 5VA
434	OUTGOINGS
435	32A FB MCB, C Curve
436	10A SP MCB
437	3x1.5 sq. mm Armoured
438	Providing maintenance free earthing with following size GI pipe including making bore pit of minimum 150mm dia, providing and laying approved make Earthing Electrode of Pipe-in-Pipe technology as per IS 3043-1987 made of corrosion free G.I. Pipes having outer pipe of 80mm dia and inner pipe of 50mm dia and filling with specified qty highly conductive compound around pipe and above that with soft soil in bore pit complete and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. as per specification:
439	With 3 metre long GI Pipes and 50 kg back filling compound.
440	LED screen: Supply, Installation, Testing & Commissioning of For Outdoor Wall Mounted LED Display Screen= 10'x6'
441	Outdoor LED Advertising screen: Working Temprature -20 to 50 deg C.
442	SITC of solar panel for Amenty Block-1 including Structural frames fixed on existing Reinforcement cement concrete slab etc. complete in all respect as per direction of Engineer-in-charge
443	SITC of solar panel for Amenty Block-2 including Structural frames fixed on existing Reinforcement cement concrete slab etc. complete in all respect as per direction of Engineer-in-charge
444	SITC of solar panel for Amenty Block-3 including Structural frames fixed on existing Reinforcement cement concrete slab etc. complete in all respect as per direction of Engineer-in-charge
445	7 m Single Arm Pole: Supply, Installation, Testing & Commissioning of - Single Arm 7000mm pole made of circular mild steel pipe of two section (grade YST 210), Bottom section 139.7mm Dia x 3.6mm thick with 1607mm Height & Top section 114.3mm Dia x 3.2mm thick with 1858mm Height. Decorative base made of Gravity Die-cast aluminium (504mm Dia x 1324mm Height). Decorative die cast aluminium cone (230mm Dia x 150mm Height) covered on the both section joint area. The single arm pelican orna eva bracket is a split constructed type, Bracket stem made of MS pipe 60.3mm Dia x2.6mm thick, emerging from a split collar upto a height 1379mm crowned at the top with a decorative eva made of gravity die cast aluminium in single piece of 682mm height. The artistically curved single arm made of MS Pipe 38.1mm x 2mm thick, spruced up with MS Scroll with gravity die cast aluminium leaf and MS floral embellishment, is firmly held to the stem by way of cast iron clamps and the arm bears cast iron knobs at one end and other end facilitates the fitment of pendant luminaire at 890mm from the vertical axis of the bracket stem. Pole section welded by certified welders using high end MIG welding processes. PDC aluminium service door 348mm height x 110mm width shall be provided with the company logo embossed on the bottom of the door and safety rope. The control gear tray is prewired with 2.5 Sq.mm cable, 6A SP MCB and 32A Ramanuj stud type 4 way terminal block for loop-in / loop-out arrangement, 5A 2 Way terminal connector and provision for earthing. Any other internal cables and connections shall not be covered in the scope of supply. Mild steel mounting plate 300mm Square x 16mm thick Steel of grade E250 to IS 2062 : 2011 with 4 elongated holes 48 x 24 to suit M20 x 500mm bolts of grade 4.6 at CC 215. The base plate have a cable entry hole as per the base pipe size. This mounting steel plate along with foundation bolts of suitable size to be used for ensuring firm grouting into the specially designed foundation. All dimension are within +/- 5% tolerance. The pole is coated with zinc rich primer & pure polyester powder coating or epoxy zinc phosphate primer and finished using environmentally stable polyurethane based paint (coating thickness 60-80 microns). The Pole shall be provided with Graphite grey / Anthracite grey / Black as standard colour options.
446	Supply, Installation, Testing & Commissioning of Input power : 100W LEDPendant mounted compact street light. Type IV (Asymmetrical light distribution). Luminaire made of specially contoured spun aluminium body of high corrosion resistance with a neck design for unique and better aesthetics and non corrosive stainless steel fasteners. Clear acrylic / Clear polycarbonate diffuser. The luminaire have extruded aluminium heatsink for thermal management with vertical fin design for longer life of the LEDs. The mounting arrangement nipple, coupling & Hex nut made of Stainless steel 304 suitable for mounting to internally threaded pipe of designation M30. Protection class IP65. Mechanical resistance IK05 (Acrylic diffuser) & IK09 (Polycarbonate diffuser). Pure polyester powder coated graphite grey / anthracite grey / jet black. Available colour temperature 3000K / 4000K / 5700K, Colour rendering index (CRI)>70. K-Lite LED module with expected service life of at least 72,000 operating hours. Prewired with LED driver and suitable for operating on 240V, 50Hz single phase ac supply. Driver efficiency >85%, Power factor >0.95, THD <10%, Surge protection 6KV. Luminaire dimension : 634mm diameter x 618mm height / 634mm diameter x 676mm height. CE & BIS Certified. Inhouse NABL accredited lab.
447	10 m five Arm Pole: Supply of Decorative Five Arm 10000mm Pole made of circular mild steel pipe of two section (grade YST 210), Bottom section 139.7mm Dia x 3.6mm thick with 1891mm Height & Top section 114.3mm Dia x 3.2mm thick with 3665mm Height. Decorative Die cast Aluminum cone (230mm Dia x 150mm Height) covered on the joint area and at some interval. Decorative base made of GravityDie-cast Aluminum (405mm Dia x 1250mm Height). The five arm pelican orna bracket is a split constructed type, Bracket stem made of MS Pipe 60.3mm Dia x 2.6mm thick, emerging from a Gravity Diecast Aluminum embellishment upto a length of 1808mm crowned at top with Post Top Bracket 400m. The artistically curved four arm made of MS pipe 38.1mm Dia x 2mm thick, spruced up with MS Scroll with gravity diecast Aluminum floral and decorative embellishment is firmly held to the stem by way of MS clamps and the arm bears cast iron knobs at one end and other ends facilitates the fitmentof luminaire at 908mm on either side from the vertical axis of the bracket stem and crowned on top of pole. Wind speed considered in design 50 m/sec in compliance with IS 875 Part 3 : 1987. Pole section welded by certified welders using high end MIG welding processes. PDC Aluminum service door 348mm height x 110mm width shall be provided with the company logo embossed on the bottom of the door and safety rope with IP protection rating. The control gear tray is prewired with 2.5 Sq.mm cable,6A MCB and 32A terminal connectors for loop-in/ loop-out arrangement. Any other internal cables are not in vendor scope, Mild steel mounting plate Ø450 x 16 thick Steel of grade E250 to IS 2062 : 2011 with 4 elongated holes 48X24 to suit M20 x 700mm bolts of grade 4.6 at PCD480. This mounting steel plate along with foundation bolts of suitable size to be used for ensuring firm grouting into the specially designed foundation.All dimension are within +/- 5% tolerance. The surface preparation of the pole & components shall be done by shot blasting which is environmentally safe eliminating the chemical and acid use and ensuring the thoroughremoval of impuritise like, rust, oxides and other unwanted particles from the suface for high standard coatingThe pole is coated with zinc rich primer pure polyester powder coating (coating thickness 60-80 microns).The Pole shall be provided with Graphite grey /Anthracite grey /Black as standard colour option. Manufacturer must have inhouse shot blasting machine and powded coating chamber upto 9m
448	Supply, Installation, Testing & Commissioning of 150W decorative pendent type fixture, must have color temperature options in 3000K, 4000K,5700K 230-240Vac CRI >80 MacAdam step 3 Dimension not more than Ø634 x 667mm, must be equipped with forward throw Optical Distribution with Type IV street light optics, should have IP ratedElectronic driver ON/OFF, Must have IP rating IP65 or higher, Luminaire should be comprises of specially contoured spun aluminium body (Ø634 x 1.6mm thickness). Clear polycarbonate diffuser. Suitable for mounting to internally threaded pipe of designation M30. Mechanical resistance IK05. Pure polyester powder coated process : Acid treatment & pure polyester powder coating. Clear polycarbonate diffuser.Lamp fixed position. This luminaire contains built-in LED modules. LED modules are engineered accordingly to the existing regulations of Lumen Maintenance (LM80) and Technical Memorandum (TM21), Minium delivered Luminous flux 110 to 120 lm/w @(3000k) Lifespan of the luminaire >60,000 hours at 40°C. Operating ambient temperature range is from -40°C to +50°C. Driver efficiency >85%,power factor >0.9, THD <10%, Surge protection 6KV. The installation must achieve at least 35lx average with uniformity of 0.4 with pole to pole distance 25m and 12m road width, Manufacturer must haveinhouse NABL certified lab equipped with photo goniometer, IP, IK test facilities. Manufacturer must submit LM79,LM80 reports, The luminaire should be CE & BIS Certified.
449	Supply, Installation, Testing & Commissioning 3823 mm montana pole made of cast iron (ASTM A48 grade class-25). Decorative base made of cast iron (380mm Square x 1565mm Height). Continuously tappered decorative flutted pipe made of cast iron(126 Bottom Dia & 86 Top Dia x 1886mm height) fitted on cast iron base. Decorative cast iron floral embellishment (370mm height) for mounting pole top luminaires. Pole section welded by certifiedwelders using high end MIG welding processes. PDC aluminium inner service door 348mm height x 110mm width shall be provided with the company logo embossed on the bottom of the door and safety rope. The control gear tray is prewired with 2.5 Sq.mm cable, 6A SP MCB and 32A Ramanuj stud type 4 way terminal block for loop-in / loop-out arrangement, 5A 2 Way terminal connector and provision for earthing. Any other internal cables and connections shall not be covered in the scope of supply. Mild steel mounting plate 200mm Square x 12mm thick Steel of grade E250 to IS 2062 : 2011 with 4 elongated holes 38 x 19 to suit M16 x 500mm bolts of grade 4.6 at CC140. This mounting steel plate along with foundation bolts of suitable size to be used for ensuring firm groutingninto the specially designed foundation. All dimension within +/- 5% tolerance. After fabrication, entire pole is shot blasted (Inhouse). The pole is coated with pure polyester powder coating or epoxy zinc phosphate primer and finished using environmentally stable polyurethane based paint (coating thickness 60-80 microns). The Pole shall be provided with Graphite grey / Anthracite grey / Black as standard colour options.
450	Supply, Installation, Testing & Commissioning of 50W Post Top Ring Fort Arc Mini Luminaire with 3000K/4000K Colour Temperature. The luminaire should be inverted mounted with symmetrical light distribution. Luminaire made of speciallycontoured spun aluminium body ( Ø425x1.6mm thickness). of high corrosion resistance and non corrosive stainless steel fasteners. Clear acrylic / polycarbonate diffuser.. Mild steel galvanized plating supporting arm. Gravity die-cast aluminium base suitable for mounting Ø50mm OD pipe. Protection class IP65. Mechanical resistance IK08, Colour rendering index (CRI)>70. SDCM-3 MacAdam. K-Lite LED module with expected, service life of at least 60,000 operating hours at 40°C. Operating ambient temperature range is from -15°C to+50°C. Driver efficiency >85%, power factor >0.9, THD <10%, In-BuiltSurge protection 4KV. Prewired with LED driver and suitable for operating on 240V, 50Hzsingle phase ac supply. Luminaire dimension should not be greater than Ø425 and height 628 mm.Manufacturer must have inhouse NABL certified lab equipped with photo goniometer, IP, IK test facilities. Manufacturer must submit LM79,LM80 reports. The luminaire should be CE & BIS Certified.
451	Bollards: Supply, installation, testing, and commissioning of 10w, 230V Bollard light LED fixture with ingress protection IP65 and above , impact protection shall be above IK08 for sand stone Bollard , including all necessary accessories, wiring, mounting hardware, and associated works, complete in all respects as per following specifications. Luminous Flux - Min 1000 lumens, Luminous Efficacy ≥100Lumens per watts,CCT-4000K,CRI≥70; Should have operated life≥50,000 hours, Power factor shall be more than 0.95 , THD shall be less than 10%,External surge protection 10KV .
452	Providing and laying Khareeda stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 40 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
453	Disconnecting damaged Toilet kiosk of any size including shifting at ground level as per direction of Engineer-in-charge.
454	Providing & Fixing PVC speed Breakers size 500mm x 350mm x 75mm high, including all necessary materials & equipment, and completing the work in all respects as per the direction of the Engineer In Charge.
455	Stabilization of in-situ soil up to the of 300 mm depth by cold in-situ recycling using cement and chemical additives providing spreading, pulverizing, sectioning and compaction of cement and additives at the appropriate rate as per job mix design in accordance with the applicable IS codes and Technical Specification.
456	Supply, erection, testing and commissioning of Water Kiosk including all civil, mechanical and electrical works as required and as per specification.Water Kiosk with 6 taps, including UV treatment, and as per specification
457	Providing and laying 40mm thick Sand Blasted (Lakshmi Brown or any colour) Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 40 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
458	Supplying and fixing Elephant sculpture size-36\\"(H) x 40\\"(L) x 20\\"(W) includes transportation and on site installation with Hydra crane and design as per drawing aetc. complete in all respect as per direction of Engineer-in-charge
459	Supply and Installation of SS Bins as per approved design by Engineer-in-charge
460	Supply and Installation of Large Metal GI Bins as per approved design by Engineer-in-charge
461	Supply and Installation of Trolley Bins as per approved design by Engineer-in-charge
462	Automatic sanitary napkin vending and incinerator machine (900x455x490) mm as per approved design by Engineer-in-charge Please Enable Macros to View BoQ information

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Tender For Rodibelwala Area Revitalisation And Development (Haridwar), Pauri-Uttarakhand

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