Tender For Improvement And Beautification Work In Manak Siddha Temple Located In Sahaspur Constituency Of Dehradun District (Including 3 Years Operations And Maintenance)., Dehradun-Uttarakhand

TDR : 55556287

Tender Notice
BOQ

7 Days Left

Dehradun , Uttarakhand

Tender Brief : Tender For Improvement And Beautification Work In Manak Siddha Temple Located In Sahaspur Constituency Of Dehradun District (Including 3 Years Operations And Maintenance).

Document Fees
₹ 5900 /-

EMD
₹ 909000.0 /-

Tender Value
₹ 4.54 Crore /-

Submission Date
01-06-2026

Competition Type
Indian

Bidding Type
Tender

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1	EXTERNAL DEVLOPMENT
2	Clearing and grubbingClearing and grubbing of topsoil, up-rooting rank vegetation, grass bushes, shrubs, saplings, trees of any girth, any size and any species, removal of stumps of trees cut earlier, debris of dismantling work, etc by any means and disposing of all materials for all lead and all lift at the non-objectionable place, etc. complete as per detailed specification and as directed by Engineer-in-charge.
3	Existing Building Cleaning WorksThe single time Built-up area of the of the building where cleaning is executed shall be considered for payment. contractor shall get approval of area of cleaning for payment from the engineer in charge before executing the work.
4	Filling of good earth/ murrumExcavating, supplying, and filling of good earth/ murrum brought from outside (including royalty) by any means; in trenches, plinths, sides of foundations, plot filling, making embankment work etc. in layers not exceeding 20cm in depth, with optimum moisture content to give at least 95% of the maximum dry density (proctor density) including watering, ramming and compacting using any means.The rate includes material, royalty charges for material, transportation to the site for all lead and lifts, loading, unloading, screening, passes, laying in max. 200 mm layers, rolling, ramming and compacting using any means for compaction, watering, & compacting the same as per the specifications and drawings, and all complete for all lead and all lift and as directed by the Engineer-in-charge. Method statements shall be prepared and submitted to the Engineer-in-charge for confirmation before starting execution work. Payable Measurement-quantity for executing this item shall be approved by the Engineer-in-charge before mass execution. Compacted volume of soil filling shall be measured for payment without considering any wastage.
5	Filling of sandProviding and filling in plinth, underfloor, sunk, subbase of any elements or other location as per drawing with river sand/ manufactured sand, etc including, watering, ramming consolidating, and dressing complete for all lead and all lift and as directed by the Engineer-in-charge.
6	Concrete (PCC) of grade - M15Providing and laying in position machine batched, machine mixed plain cement concrete (PCC) of grade - M15 including compaction, vibration, curing, transporting, finishing, and pumping wherever necessary, dewatering (if required), etc. complete for all level, all height/ depth and for all lead and lift and as directed by the Engineer. Formwork shall be paid in relevant items.
7	Cast In Situ ConcreteProviding and laying in the position specified grade for reinforced cement concrete work, using cement content as per IS 456 (Min cementitious level as per latest IS 456 shall be maintained) and of admixtures in recommended proportions as per IS: 9103 to accelerate, retard the setting of concrete, improve workability without impairing strength and durability; including finishing, compacting, vibrating, curing, dewatering (if required), pumping from mixer to site of laying, etc, excluding the cost of formwork and reinforcement, etc complete for all elements, all floors, all level, any heights/ depths, any lead and lift as directed by Engineer Incharge.Concrete of M 25 grade
8	Reinforcement for R.C.C.Providing and fabricating Reinforcement for R.C.C. work (in repair work of existing/New works) including decoiling, straightening, cranking, cutting, bending, placing in position, and binding (with GI wire) or/and welding all complete for all leads and lifts, all levels, all floors, all heights/depths, etc complete as per drawing/design and as directed by the Engineer in charge.No separate payment shall be made for chairs, pins, lifting hooks, spacers, wastage, rolling margin, and soft drawn annealed binding wire of diameter not less than 1.5 mm, concrete or/and PVC cover blocks as per requirements, and all such other hardwares necessary to execute reinforcement work.Thermo-Mechanically Treated bars CRS (Fe 550 D)
9	c) Formwork for WallRCC walls of any thickness including attached pilasters, buttresses, plinth, and string courses, etc including the cost of tie bolt and heavy duty PVC pipe sleeve (above plinth), left in concrete spring coil and plastic cone assembly/ water barrier tie rod assembly (below plinth, water retaining structures) and removing the PVC cone, spring, sleeve, etc and grouting the same with non-shrink grout/ ready mix patch repair mortar for concrete complete as per the direction of Engineer-in-charge. Length and diameter of tie rod assembly shall be as per thickness and height of wall. The contractor shall get prior approval of tie rod assembly and water barrier.(Horizontal/ vertical lines shall be matched for each shuttering panel).
10	PU sealantProviding and filling the expansion joints, with exterior grade one component PU sealant with application of primer including scraping/ removing the expansion filler materials from joints, cleaning, repairing of the edges with epoxy mortar of approved colour and make, placing of backup material (polyethylene backer rod), fixing of abro masking tapes on the edges to prevent the adjoining surface, at all levels/ all floors/ all height etc. complete as directed by Engineer-in-charge. The PU sealant shall have a minimum tensile strength of 1.5 N/mm2, minimum 600 elongations at the break, 75% elastic recovery (after 28 days), tear propagation resistance of 8 N/mm, and resistance to water, diluted alkalis, cement grout, water dispersed detergents, etc. The contractor shall furnish a performance guarantee of 10 years against leakage, and debonding from the edges.Size of expansion joint up to 50mm x 25 mm
11	PVC pipe sleevesProviding in position rigid PVC pipe sleeves of 6Kg/cm2 and length as per design for following diameters for services wherever pipes pass through walls/ slabs/ beam before concreting for all floors/ all levels/ all heights.. All pipes shall be accurately cut to the required sizes, laid as per drawing, kept in the position while laying reinforcement and shuttering, sleeves shall not get displaced while concreting, and burrs removed before laying. Open ends of the pipe shall be closed as the pipe is installed to avoid clogging while concreting. The rate shall be inclusive of the removal of sleeves before waterproofing or grouting. For all floors/ all levels/ all heights. The location of the sleeve shall be approved by the Engineer-in-charge.PVC sleeve - beyond 110 mm Diameter up to 200 mm Diameter
12	PVC pipe sleevesProviding in position rigid PVC pipe sleeves of 6Kg/cm2 and length as per design for following diameters for services wherever pipes pass through walls/ slabs/ beam before concreting for all floors/ all levels/ all heights.. All pipes shall be accurately cut to the required sizes, laid as per drawing, kept in the position while laying reinforcement and shuttering, sleeves shall not get displaced while concreting, and burrs removed before laying. Open ends of the pipe shall be closed as the pipe is installed to avoid clogging while concreting. The rate shall be inclusive of the removal of sleeves before waterproofing or grouting. For all floors/ all levels/ all heights. The location of the sleeve shall be approved by the Engineer-in-charge.PVC sleeve - up to 110 mm Diameter
13	Waterproofing Work
14	Providing and laying impermeable LDPE sheet of 600 micron thick below floor sub layer as moisture barrier with minimum overlapping of 150mm as per drawing and as directed by Engineer-in-charge.
15	Providing and laying Brick masonry works in Substructure, foundation & below Plinth using common burnt clay bricks confirming to IS 1077-1992 having Compressive strength not less than 50 kg/Sq.cm in cement mortar 1:5 (1 cement: 5 coarse sand) in any shape, any thickness, plumb including toothing in existing masonry work (wherever required), finishing, curing, scaffolding racking of joints/flush jointing/pointing, etc. complete for all depth/height, as per drawing and as directed by Engineer in Charge.
16	Providing and laying Brick masonry works in Superstructure using common burnt clay bricks confirming to IS 1077-1992 having Compressive strength not less than 50 kg/Sq.cm in cement mortar 1:5 (1 cement: 5 coarse sand) in any shape, any thickness plumb including toothing in existing masonry work (wherever required), finishing, curing, scaffolding racking of joints/ flush jointing/pointing etc. complete for all levels, all floor, all height, as per drawing and as directed by Engineer in Charge.
17	12 - 15 mm thick plaster - ready mix cement mortarProviding and applying 12 - 15 mm Plaster (smooth or wire-finished plaster) of Polymer added ready mix cement mortar finished with a trowel on any type of surface. GI hexagonal chicken mesh of size aperture 20 mm x 20 mm of 22 gauge and minimum 200 mm wide at RCC & masonry junctions or between different materials and 145 GSM of minimum 150mm wide fiberglass mesh with alkali resistant coating shall be fixed at plumbing and electrical work chasing areas, at corner and doors and window joints as per manufacturer's specifications with GI nails, hacking of concrete/ application of bonding agent, finishing, curing, making grooves, forming pattas, scaffolding in any shape for all floor, all level, all height, etc. complete as directed by Engineer-in-charge.
18	Flooring and DADO
19	Vitrified tiles - For flooring fixing with cement mortarProviding and laying Vitrified tiles in different sizes (superior quality tiles) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours, shades, finish (anti skid/ satin/ polished etc) for flooring in required design and patterns as per the drawings, laid over average 40 mm thick base of cement mortar 1 : 4 (1 cement : 4 coarse sand) and jointed with groove or without groove with grey cement slurry mixed with pigment to match the shade of the tiles, including cleaning and curing etc. all complete as specified and as directed by the Engineer-in-Charge.Rate shall be inclusive of vitrified tile (as per approved sample), fixed with cement mortar bedding, cement slurry, matching pigment, all labour etc complete but excluding filling with epoxy grout which shall be payable under relevant item.a) With full body, homogeneous, vitrified tile of size 600 x 600 mm x minimum 9mm thick
20	Vitrified tiles - For dado/riser/skirting fixing with adhesiveProviding and laying Vitrified tiles in different sizes (superior quality tiles), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours, shade and finish (satin/ polished etc) in wall tile/ dado, riser of steps, and pillars laid in any pattern over any type of levelled surface, in any pattern with suitable cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477of approved make and jointed with groove or without groove with grey cement slurry mixed with pigment to match the shade of the tiles, including providing 6 to 10mm wide groove between wall tiles and plaster edge treatment, rubbing, curing, finishing, cleaning, protection, scaffolding and wastage etc. all complete as specified and as directed by Engineer-in-Charge. Length of tiles for dado shall be as per design to match the joint and pattern. Shade of dado must be match with flooring stone. Rate shall be inclusive of vitrified tile (as per approved sample), adhesive for fixing, cement slurry, matching pigment, all labour etc complete but excluding filling with epoxy grout which shall be payable under relevant item.a) With full body, homogeneous, vitrified tile of size 600 x 600 mm x minimum 9mm thick
21	Grouting the joints of flooring/ wall tiles/ stoneExtra for Providing and Grouting the joints of flooring/ wall tiles/ stone as specified having joints of up to 5 mm width in total thickness, using epoxy grout of approved make and shade including PVC spacer, filling/ grouting, protecting tile, abro-tap and finishing complete as per direction of Engineer-in-charge.a) Tiles/ stone of size 600 x 600 mm x minimum 9mm thick
22	Kota stones - for flooring/ trade/riser/coping - fixing with cement mortarProviding and laying machine-cut 25 mm thickness Kota stones specified finish, any shade (uniform), any size, and any shape for flooring/ trade/riser/coping in required design and patterns as per the drawings, laid over an average bedding of up to 40 mm thick cement mortar 1:4 (1 cement: 4 coarse sand), and joined (paper joint) with grey/white cement slurry mixed with a pigment to match the shade of the slabs, including finishing, rubbing, curing, polishing, cleaning, protection, scaffolding, wastage, etc. all complete, for all levels, all floors, all heights, as specified and as directed by the Engineer-in-Charge. stone slabs to have pencil corners and polished at the exposed edges in even and uniform thickness wherever required. The rate shall be inclusive of Kota stones (as per the approved sample), fixed with cement mortar bedding, cement slurry, matching pigment, all labour, etc complete, but excluding additional cement mortar bedding/concrete screed bedding (if required as per the drawing) which shall be payable under the relevant Tender items. The Contractor shall arrange loose samples for approval from the Engineer-in-Charge before mass execution. The actual laid area of the Kota stones shall be measured for payment without considering any wastage.
23	White cement-based putty Providing and applying white cement-based putty of average thickness 1 mm, of approved make and manufacturer, over any surface to prepare the surface even and smooth complete for all floor all height all levels.
24	Providing and applying two priming coats with the primer of approved make and manufacture, having low VOC (Volatile Organic Compound) content, Modified acrylic, water-based alkali-resistant primer with low VOC over any surface to complete for all floors all heights all levels.
25	Enamel Paint on Wooden SurfacesProviding & applying minimum three coats of enamel paint (1 coat of wood primer and 3 coat of enamel paint) of approved make and shade on Internal/ external wooden door window or any other surfaces of Glossy, flat, pearl luster and Matt finish, at all heights, all levels to give an even shade, including thoroughly brushing the free from mortar droppings and other foreign matter and sand papering (with 400 to 500 grit size sand papered) smooth etc. complete. The paint shall be applied after applying a coat of primer (wood primer) and required coats (min one coat) of wooden putty.Elevation Area of Painted surface of wooden element shall be measured for payment. Patta/bend lessthan 300 mm and carving/ornamental motif etc. depth upto 300 mm in same wooden element for which paint to be done shall not be measured for payment seprately.
26	EXTERNAL DEVLOPMENT Work
27	Sub grade preparation and consolidationPreparation 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 earth with lead up to 50 metres.
28	Construction of granular sub-base by providing close graded Material conforming to Grade-I, II or III (size range 26.5 mm to 0.075 mm - respective as per grade) having CBR Value-30 to 20 as per respective grade specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-charge.
29	CC Pavement - M 30Providing and laying cement concrete pavement of mix M-30 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with vacuum dewatering process and Power floater treatment in roads, pavements, platform, floors etc well compacted, mechanically vibrated with screed vibrator, finished to required levels, floated with neat cement and power trowelled to get desired smooth finish/ broom finish as per design, over a levelling course, including casted in panel, MS channel or box shuttering, curing etc as directed by Engineer. The Contraction joints to be formed at every 5m distance by grooving with mechanical saw within 48 hrs. Groove/ sawed joints/ longitudinal joints shall be made of 6mm width and 40 mm depth min (1/3 rd depth of the pavement) as shown in the drawing. LDPE sheet (min 125 gsm) shall be laid below pavement. The rate shall be inclusive of labour, making the grooves, filing groves with approved sealant and backer rod, provision of expansion joint, LDPE sheet and machinery cost etc complete and as directed by Engineer in charge. Reinforcement if required shall be paid in relevant tender item. Mock up for concrete pavement work (for brooming pattern and joints as per drawing) shall be prepared by contractor and got approved from architects in all respect prior to mass execution works. Architect reserves right to reject part or all work of sub standard or not in confirmation to sample approved as per mock up.
30	Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backingfilled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) includingpointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigmentmatching the stone shade : (To be secured to the backing and the sides by means of cramps andpins which shall be paid for separately)
31	Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 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 pacified and as directed by the Engineer-in-Charge. Polished Granite stone slab of colour Black, Cherry/Ruby Red or equivalent.
32	Stainless steel (304 grade) - Fabrication worksProviding and fixing stainless steel (Grade 304) gratings, bollard, frames, guard bar, ladder, brackets, corner guard, skirting, kick plate, manhole cover, floor raceway cover, threshold and similar works made of Hollow tubes, channels, angles, flats, plates etc. including welding, bending, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete i.e. fixing with necessary accessories & stainless steel 304 dash fasteners and adhesive of approved make, 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 purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) Contractor shall submit shop drawing as per intent drawing for all structural elements. Contractor shall also submit deign calculations for peer review approval for stability of element. Contractor shall getting approval of shop drawing before execution of work. This item excludes SS modular railing system.
33	Dismantling and Demolishing.
34	Dismantling of Plain concrete work/Plain cement mortar workDismantling of existing Plain concrete/cement mortar work (any type) of any grade in any type of elements, existing IPS / waterproofing treatment over reinforced cement concrete slabs, including tools, plants and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material at non objectional place and stacking the serviceable material with all lifts and leads as directed by engineer in charge.
35	Dismantling of Reinforced cement concrete workDismantling of existing reinforced cement concrete work of any grade in any type of elements by mechanical or manual means as suggested by Engineer in charge, including cutting reinforcement, including tools, plants and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material at non objectional place and stacking the serviceable material with all lifts and leads as directed by engineer in charge.
36	Dismantling of any type of brick masonry workDismantling of existing any type of brick masonry work and/or making the opening in existing masonry with maintaining existing elements in any type of structure in any thickness, with or without plastered or any type of wall lining work, in any type of mortar including tools, plants, making good the damages to walls, flooring and jambs, etc complete and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material at non-objectional place and stacking the serviceable material with all lifts and leads as directed by the engineer in charge.
37	Dismantling/ removing of existing flooringDismantling/ removing tiled, paved floors, stone floors, any type natural stone / pebbles/ rubble/gravel or similar pavement with all required sub layers including required earth work, disposal unserviceable material with all lifts and up to any lead at non objectional place and stacking the serviceable material including loading, unloading for all lead and lift and as directed by Engineer-in-charge.
38	Removing and dismantling structural steel worksRemoving and dismantling structural steel works like MS structure i.e., column, truss, base plate, gates, grills, or similar any types of section including stacking of serviceable material within campus and unserviceable material outside the campus at non objectional place for all lead and lift as directed by Engineer-in-charge.Actual weight of dismantled steel member shall be considered for payment.
39	Structural steel work - Fabrication works - with enamel paintProviding, fabricating, assembling, hoisting, erecting and fixing in position structural steel work at all heights/ all levels/ all shapes & sizes with all leads & lifts using any type of MS section like rolled steel sections, hollow sections, plates, chequered plates, bar, sheet, rod, threaded bolt etc. all confirming to latest relevant IS codes for the metal elements i.e. truss, purlin, railings, signage pole, gates, screen wall, commercial pole, gantry structure, grills, bracings, foundation plate & bolt, platforms, brackets, fencing pole, framing for advertise box on lighting pole, electrical elements etc. including straightening, cutting, bending, bolting and welding the members all as per structural drawings and as per detailed specifications (for materials & workmanship) including profile cutting, smooth grinding, machining of edges/ faces, necessary welding (electric arc welding) for required weld lengths and sizes, machine drilling of holes for joining/ anchoring; necessary arrangements of templates to keep the foundation bolts in position dry sanding, degreasing (wet cleaning) & preparation of rust-free surface manually or mechanically, metal putty to make the surface even and smooth, necessary scaffolding/ staging, anchor fasteners for fixing etc complete.
40	Supplying and stacking of good earth at site including royalty and carriage upto 20 km lead complete (earth measured in stacks will be reduced by 20% for payment).
41	Supplying and stacking sludge at site including royalty and carriage upto 20 km lead complete (sludge measured in stacks will be reduced by 8% for payment).
42	Supplying and stacking at site farm yard manure, compost or other specified fertilizer (as specified in specification) for all lead and lift, from approved source, and stack wherever required and as directed by Engineer-in-charge. (manure measured in stacks shall be reduced by 8% for payment):
43	Mixing earth and sludge or manure in the required proportion specified or directed by the Officer-in-charge.
44	Spreading/ filling of sludge, dump manure, good earth/ available excavated and/ or top layer of plot (as per surface excavation) for all lead (within plot/ side area) in required thickness as per direction of Engineer-in-charge (Cost of sludge, dump manure and / or good earth to be paid in relevant tender item).
45	Tree Plantation - Category T1 (As per proposed planting palette in technical specification)
46	Tree Plantation - Category T2 (As per proposed planting palette in technical specification)
47	Tree Plantation - Category T3 (As per proposed planting palette in technical specification)
48	Providing and laying Selection no. 1 doob grass/ Neelgiri/ Mexican grass/ Paspalum (Ghoda grass) turf and brought to site as carpet with earth 50mm to 60mm thickness on prepared ground with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light watering with sprinkler and maintenance more till the grass establish properly, as per direction of officer-in-charge. Rate shall be inclusive of surface preparation/ rough dressing/ fine dressing/ ploughing/ clod breaking of the ground and anti-termite Treatment (vertically and horizontally) with the use of approved pesticides (neem cake oil or similar as suggested and approved by EIC) as per specification and as per manufacturer’s recommendation, fertilizers, but excluding the cost of good soil, sludge and manure, which shall be paid in relevant tender items.Rate shall be inclusive of establishment of lawn, gap filling between turf pecies and application of roller and maintenance for period of 365 days from date of substantial handover.All steps have to followed by contractor as specified in specification for proper establishment of lawn. From surface preparation to after lawn establishment, all steps are inclusive in this item.
49	Providing and Laying of factory made Grass Paver Block of M-35 Grade having thickness 80 mm over 30 mm thick sand bed in footpath, parks, lawns, drive ways,parking etc, of required strength, thickness & size/ shape, as per drawings & approved by Engineer-In-Charge complete in all respect.
50	Providing and Fixing G .I. chain link fabric fencing mesh in 2.1m height with requried foundation width in size 50x50 mm including strengtheing with 3mm dia wire or nuts , bolts, and washers as requried complete and and including all type of work for fixing such as excavation pit size (0.55x0.55x0.60)m , C.C (1:4:8) thickness 0.10m , R.C.C thickness 0.60m & steel and painting with synthetic enamel paint two or more coat on new work of approved brand and manufacture of requried colour to give an even shades for proper completion of the work as per drawing & direction of engineer-in-charge.
51	Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately).
52	Rainwater Harvesting
53	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 ½ 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 :
54	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 m and lift upto 1.5 m.
55	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
56	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 : 8 graded stone aggregate 40 mm nominal size).
57	Providing and laying in position specified grade of reinforced cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
58	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. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
59	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
60	Centring and shuttering for foundations, footings, bases of columns, etc. for mass concrete.
61	Centring and Shuttering for Suspended floors, roofs, landings, balconies and access platform.
62	Brick work with F.P.S. bricks of class designation 75 in superstructure Cement mortar 1:6 (1 cement : 6 coarse sand)
63	12 mm thick cement plaster in 1:4 ( 1 cement and 4 fine sand) mortar including supply of all material , labour and T&P etc. required for proper completion of the work.
64	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 :
65	Constructing masonry chamber 30x30x50 cm, inside with 75 class designation brick work in cement mortar 1:4 (1cement :4 coarse sand ) with C.c 1:2:4 floor over C.C 1:5:10 Finished with a floating coat of neat cement complete .Rectangular shape 600x450mm internal dimensions
66	Providing and fixing hard drawn steel wire fabric 75x25 mm mesh of weight not less than 7.75 Kg per sqm to window frames etc. including 62x19 mm beading of second class teak wood and priming coat with approved steel primer all complete.
67	Supplying and fixing C.I. cover 300x300 mm without frame for gully trap (standard pattern) the weight of cover to be not less than 4.5kg
68	Supplying and stacking at site. Over burnt (Jhama) brick aggregate 90 mm to 45 mm
69	Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 250 mm dia. R.C.C. pipe
70	Gravel
71	Gravel 5 mm to 10 mm
72	Gravel 3 mm to 6 mm
73	PEA Gravel
74	Pujari Room (Civil Work)
75	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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
76	Treatment of soil under floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
77	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 m and lift upto 1.5 as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
78	Supplying and filling in plinth with Local sand under floors, including watering, ramming, consolidating and dressing complete. as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
79	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 : 8 graded stone aggregate 40 mm nominal size). as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
80	Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
81	RENFORCED CEMENT CONCRETE WORK
82	Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).Work Up to plinth Level
83	Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications)Work above to plinth level upto floor V level
84	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
85	Centring and shuttering for foundations, footings, bases of columns, etc. for mass concrete as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
86	Centring and shuttering for Columns, Pillars, Piers, Abutments, Posts and Struts as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
87	Centring and shuttering for Lintels, beams, plinth beams, girders, bressumers and cantilevers as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
88	Centring and Shuttering for Suspended floors, roofs, landings, balconies and access platform as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
89	MASONRY & PLASTER WORK
90	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) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
91	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 : Cement mortar 1:6 (1 cement : 6 coarse sand) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
92	Half brick masonry with F.P.S. bricks of class designation 7.5 in superstructure 1:4 (1 cement : 4 coarse sand) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
93	Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
94	12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
95	15 mm cement plaster on rough side of single or half brick wall of mix 1: 6 (1 cement: 6 fine sand) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
96	6 mm cement plaster of mix 1:3 (1 cement: 3 fine sand) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
97	Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 12 mm cement plaster as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
98	FLOORING
99	Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
100	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
101	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 as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
102	Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.18 mm thick as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
103	Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab upto 0.50 sqm
104	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. Marble work
105	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
106	DOOR & WINDOW WORK
107	Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineerin-charge: Fixing with adjustable lugs with split end tail to each jamb.
108	Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 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
109	Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary Kiln seasoned selected planks of sheesham wood screws.35 mm thick
110	Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : (125mm)
111	Same as above but 75mm
112	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 (200X10mm)
113	Same as above but (150X10mm)
114	Providing and fixing aluminium sliding door 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 nuts and screws etc. complete : 300x16 mm
115	Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary or shade with necessary screws etc. complete: Same as above but 100x75x4 mm
116	Same as above but 75x63x4 mm
117	Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
118	Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc.
119	Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beading
120	M.S.& Steel WorkProviding 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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
121	FININSHING & PAINTING WORK
122	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
123	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer
124	Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).
125	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.
126	ROOFING WORK
127	Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
128	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
129	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories Bend 87.5° 110 mm bend as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
130	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories 110 mm Shoe (Plain) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
131	Sanitary, Water Supply & Sewerage
132	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Concealed pipe with anti corrosive bitumastic paint, cutting chases and making good the wall15 mm dia. nominal bore
133	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Concealed pipe with anti corrosive bitumastic paint, cutting chases and making good the wall20 mm dia. nominal bore
134	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).25 mm dia. nominal bore
135	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15 mm nominal bore as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
136	Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15mm nominal bore
137	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore
138	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. Flexible pipe 32mm dia
139	Providing and fixing uplasticised PVC connection pipe with brass unions 45 cm length 15 mm nominal bore as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
140	Providing and fixing ball valve (brass) of approved quality complete High or low pressure with plastic floats 20 mm nominal bore
141	Providing and fixing brass stop cock of approved quality 20 mm nominal bore as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
142	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).25 mm dia. nominal bore
143	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
144	Providing and fixing toilet paper holder :C.P. brass as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
145	Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100mm White Vitreous china Orissa pattern W.C. pan of size 580x440mm with integral type each foot rests
146	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass each pillar tap
147	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
148	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 : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern
149	Providing and fixing PTMT 15 mm Urinal spreader size 95x69x100 mmwith 1/2\\" BSP thread and shapes, weighing not less than 60 gms.
150	Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shades with 6 mm thick hard board backing: of Rectangular shape 453x357 mm
151	Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
152	Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast For 100 mm dia. Pipe
153	Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colours weighing not less than 80 gms than 106 gms.
154	Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102 mm, height of 75mm with concealed fitting arrangements weighing not less
155	Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour 20mm nominal bore. Weighing not less than 40gms.
156	Providing and fixing PTMT grating of approved quality and colour. Circular type.100 mm nominal dia.
157	Providing and fixing PTMT grating of approved quality and colour. Circular type.125 mm nominal dia with 25 mm waste hole
158	Providing and fixing trap (75 mm dia) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
159	Providing and fixing trap (110 mm dia) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
160	Providing and fixing PVC Coupler (75 mm dia) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
161	Providing and fixing PVC Coupler (110 mm dia) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
162	Providing and fixing PVC plain bend of required degree. ( 75 mm dia) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
163	Providing and fixing PVC plain bend of required degree. ( 110 mm dia) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
164	Providing and fixing PVC Single tee with door required degree access door 75x75x75x110mm as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
165	Providing and fixing PVC Single tee with door required degree access door 110x110x100x110mm as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
166	Providing and fixing on wall face unplasticised Rigid PVC pipes (75 mm dia) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
167	Providing and fixing on wall face unplasticised Rigid PVC pipes (110mm dia) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
168	Septic Tank & Soak Pit
169	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, lift upto 1.5 m, including getting out
170	Extra for every additional lift of 1.5 m or part thereof in. All kinds of soil. as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
171	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 : 8 graded stone aggregate 40 mm nominal size). as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
172	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 : 4 graded stone aggregate 20 mm nominal size) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
173	Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
174	Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 12 mm cement plaster as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
175	12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
176	Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately).
177	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.C.C. Work Using Thermo-Mechanically Treated Bars as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
178	Centring and Shuttering for Suspended floors, roofs, landings, balconies and access platform as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
179	Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 19.19.1 L D- 2.5 Square shape 450 mm internal dimensions
180	Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey With F.P.S. bricks as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
181	Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement With 20x20 mm square bar as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
182	Bhandar Kitchen (Civil Work)
183	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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
184	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 m and lift upto 1.5 as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
185	Supplying and filling in plinth with Local sand under floors, including watering, ramming, consolidating and dressing complete. as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
186	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 : 8 graded stone aggregate 40 mm nominal size). as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
187	Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size). as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
188	RENFORCED CEMENT CONCRETE WORK
189	Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).Work Up to plinth Level
190	Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately). as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications)Work above to plinth level upto floor V level
191	Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
192	Centring and shuttering for foundations, footings, bases of columns, etc. for mass concrete as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
193	Centring and shuttering for Columns, Pillars, Piers, Abutments, Posts and Struts as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
194	Centring and shuttering for Lintels, beams, plinth beams, girders, bressumers and cantilevers as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
195	Centring and Shuttering for Suspended floors, roofs, landings, balconies and access platform as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
196	MASONRY & PLASTER WORK
197	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) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
198	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 : Cement mortar 1:6 (1 cement : 6 coarse sand) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
199	Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
200	12 mm cement plaster of mix 1:6 (1 cement : 6 fine sand) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
201	15 mm cement plaster on rough side of single or half brick wall of mix 1: 6 (1 cement: 6 fine sand) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
202	6 mm cement plaster of mix 1:3 (1 cement: 3 fine sand) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
203	Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement 12 mm cement plaster as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
204	FLOORING
205	Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigments etc., complete. as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
206	Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacture ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with pigment of matching shade complete. as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
207	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 as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
208	Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement.18 mm thick as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
209	Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills , facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade Area of slab upto 0.50 sqm
210	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.
211	DOOR & WINDOW WORK
212	Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineerin-charge: Fixing with adjustable lugs with split end tail to each jamb.
213	Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 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
214	Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, including ISI marked M.S. pressed butt hinges bright finished of required size with necessary Kiln seasoned selected planks of sheesham wood screws.35 mm thick. Door Fittings (Aluminium)
215	Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : (125mm)
216	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 (200X10mm)
217	Same as above but (300X16mm)
218	Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary or shade with necessary screws etc. complete: 100x75x4 mm
219	Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
220	Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc.
221	Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beading
222	FININSHING & PAINTING WORK
223	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
224	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade New work (two or more coats) over and including priming coat with cement primer
225	Finishing walls with Acrylic Smooth exterior paint of required shade New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm).
226	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.
227	ROOFING WORK
228	Grading roof for water proofing treatment with Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
229	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
230	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories Bend 87.5° 110 mm bend as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
231	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories 110 mm Shoe (Plain) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
232	Sanitary, Water Supply & Sewerage
233	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Concealed pipe with anti corrosive bitumastic paint, cutting chases and making good the wall15 mm dia. nominal bore
234	Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Iinternal work - Concealed pipe with anti corrosive bitumastic paint, cutting chases and making good the wall20 mm dia. nominal bore
235	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).25 mm dia. nominal bore
236	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15 mm nominal bore as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
237	Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15mm nominal bore
238	Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15 mm nominal bore
239	Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. Flexible pipe 32mm dia
240	Providing and fixing uplasticised PVC connection pipe with brass unions 45 cm length 15 mm nominal bore as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
241	Providing and fixing ball valve (brass) of approved quality complete High or low pressure with plastic floats 20 mm nominal bore
242	Providing and fixing brass stop cock of approved quality 20 mm nominal bore as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
243	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).25 mm dia. nominal bore
244	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass each pillar tap
245	Providing and fixing white vitreous china pedestal for wash basin completely recessed at the back for the reception of pipes and fittings.
246	Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shades with 6 mm thick hard board backing: of Rectangular shape 453x357 mm
247	Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank
248	Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast For 100 mm dia. Pipe
249	Providing and fixing PTMT towel ring trapezoidal shape 215mm long, 200mm wide with a minimum distances of 37mm from wall face with concealed fittings arrangement of approved quality and colours weighing not less than 80 gms than 106 gms.
250	Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102 mm, height of 75mm with concealed fitting arrangements weighing not less
251	Providing and fixing PTMT extension nipple for water tank pipe, fittings of approved quality and colour 20mm nominal bore. Weighing not less than 40gms.
252	Providing and fixing PTMT grating of approved quality and colour. Circular type.100 mm nominal dia.
253	Providing and fixing PTMT grating of approved quality and colour. Circular type.125 mm nominal dia with 25 mm waste hole
254	Providing and fixing trap (110 mm dia) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
255	Providing and fixing PVC Coupler (110 mm dia) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
256	Providing and fixing PVC plain bend of required degree. ( 110 mm dia) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
257	Providing and fixing PVC Single tee with door required degree access door 75x75x75x110mm as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
258	Providing and fixing PVC Single tee with door required degree access door 110x110x100x110mm as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
259	Providing and fixing on wall face unplasticised Rigid PVC pipes (75 mm dia) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
260	Providing and fixing on wall face unplasticised Rigid PVC pipes (110mm dia) as per direction of Engineer - in - charge. Including supply of all materials, labour, t & p& royality etc,required for proper complition of work. (As per PWD Uttarakhand specifications).
261	Public Toilet Works
262	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-in-charge. All kinds of soil
263	Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift up to 1.5 m.All kinds of soil
264	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size).
265	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size).
266	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 : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
267	Centering and shuttering including strutting, propping etc. and removal of form for all heights: Foundations, footings, bases of columns, etc. for mass concrete
268	Centering and shuttering including strutting, propping etc. and removal of form for all heights: Suspended floors, roofs, landings, balconies and access platform
269	Centering and shuttering including strutting, propping etc. and removal of form for all heights: Shelves (Cast in situ)
270	Centering and shuttering including strutting, propping etc. and removal of form for all heights: Lintels, beams, plinth beams, girders, bressumers and cantilevers
271	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
272	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)
273	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 : Cement mortar 1:6 (1 cement : 6 coarse sand)
274	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.Cement mortar 1:4 (1 cement :4 coarse sand)
275	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. Granite of any colour and shade Area of slab over 0.50 sqm
276	Chequered terrazo tiles 22 mm thick with graded marble chips of size up to 6 mm in floors, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) : Light shade pigment using white cement
277	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 : 3coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
278	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.Glazed Vitrified tiles Matt/Antiskid finish of size of Tile 600 x 600 mm
279	12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
280	20 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)
281	6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand)
282	Finishing walls with Acrylic Smooth 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 @ 2.20 kg/10 sqm)
283	Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two or more coats) over and including water thinnable priming coat with cement primer
284	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.
285	Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
286	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.
287	Providing and fixing 37 mm thick factory made PVC Door shutter, styles and rails made of PVC hollow extruded printed and laminated section having overall dimension 115 mm x 37 mm with wall thickness 2 mm (± 0.2 mm) with inbuilt beading on one side, the styles and rails mitred cut and joint at corners by inserting 2 nos PVC profile reinforcement of size 75 mm x 200 mm long with cross section size of 28 mm x 30 mm having wall thickness 2 mm (± 0.2 mm). Styles, rails and reinforcements to be fusion welded together. Only hinge side vertical style to be reinforced with PVC profile reinforcement in full length. Printed and laminated PVC lock rail of size 110 mm x 37 mm having wall thickness 2 mm (± 0.2 mm) to be welded horizontally with the vertical styles after inserting PVC profile reinforcement as in styles and rails, providing with PVC snap fit beading, panels of 100 x 20 mm printed & laminated and inserting 2 nos 6 mm dia bright steel rod horizontally with both side threaded and tightened with check nuts and washers complete, all as per manufacturer's specification and direction of engineer-in-charge.
288	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. Two track two panels sliding door with Aluminium channel for roller track, wool pile, zinc alloy (zamak) powder coated handle on every panel along with multi-point locking system, adjustable nylon rollers with SS 304 body. Using R4 series with frame (64mm & above) x (45mm & above) & sash (44mm & above) x (85mm & above). (Height above 2.5 metre).
289	Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): With float glass panes of 4.0 mm thickness (weight not less than 10 kg/ sqm)
290	Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS 1868) transparent or dyed to required colour or shade with necessary screws etc. complete : 125 mm
291	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 200x10 mm
292	Providing and fixing aluminium sliding door 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 nuts and screws etc. complete : 300x16 mm
293	Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles with necessary screws etc. complete.
294	Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary or shade with necessary screws etc. complete: 100x75x4 mm
295	Providing and fixing ISI marked aluminium butt hinges anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary or shade with necessary screws etc. complete: 75x63x4 mm
296	Providing and fixing aluminium casement stays, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade, with necessary screws etc. complete.
297	Providing and fixing bright finished brass hanging type floor door stopper with necessary screws, etc.
298	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.
299	Providing and fixing fly proof galvanized M.S. wire gauge to windows and clerestory windows using wire gauge with average width of aperture 1.4 mm in both directions with wire of dia 0.63 mm all complete. With 12 mm mild steel U beading
300	Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. (b) laying second layer of Fibre glass cloth when the first layer is still green. Overlaps of joints of fibre cloth should not be less than 10 cm. (c) third layer of 1.5 mm thickness consisting of slurry of cement @ 1.289 kg/sqm mixed with water proofing cement compound @ 0.670 kg/sqm and coarse sand @ 1.289 kg/sqm. This will be allowed to air cure for 4 hours followed by water curing for 48 hours. The entire treatment will be taken upto 30 cm on parapet wall and tucked into groove in parapet all around. (d) fourth and final layer of brick tiling with cement mortar (which will be paid for separately.
301	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. 8mm thick Granite of any colour and Shade
302	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-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.).
303	Sanitary Work.
304	Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
305	Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. rackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : W.C. pan with ISI marked white solid plastic seat and lid
306	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 : Single half stall urinal with 5 litre P.V.C. automatic flushing cistern
307	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 pair of 15 mm C.P. brass pillar taps
308	Sand cast iron S&S as per IS - 1729
309	Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : 100 mm inlet and 100 mm outlet: Sand cast iron S&S as per IS: 3989
310	Bottle trap 38 mm 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 263 gms
311	Providing and fixing PTMT liquid soap container 109 mm wide, 125mm high and 112 mm distance from wall of standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms.
312	Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 450 mm long towel rail with total length of 495 mm, 78mm wide and effective height of 88 mm, weighing not less than 170 gms
313	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 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
314	Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
315	Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design. 150 mm diameter S.W. pipe
316	Chlorinated Polyvinyl - chloride (CPVC) pipe 100 mm inner dia
317	S.C.I. gully or nahani grating 100 mm dia
318	Water Supply Plumbing Works
319	Providing and fixing bend of required degree with access door, insertion rubber washer 3 mm thick, bolts and nuts complete. 100 mm dia.Sand cast iron S&S as per IS - 1729
320	Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c making good the walls etc. concealed pipe, including painting with anti corrosive bitumastic paint, cutting chases and making good the wall. (internal works). 15 mm dia nominal bore
321	Same as above but: 20mm dia nominal bore
322	Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. (external work). 25 mm norminal bore
323	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end)25mm norminal bore
324	Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping the main : 15 mm nominal bore
325	Providing and placing on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
326	Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 15 mm nominal bore
327	Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931.15 mm nominal bore
328	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 type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
329	Shed Work.
330	Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
331	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.
332	Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin- charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto 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.
333	Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
334	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
335	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories Bend 87.5° 110 mm bend: Coupler
336	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories Bend 87.5° 110 mm bend: Bend 87.5°
337	Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories: Bend 87.5° 110 mm bendShoe (Plain)
338	Mandir GATE
339	Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 1 0 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.
340	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stoneaggregate 20 mm nominal size)
341	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.
342	Providing and laying cement concrete pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with vacuum dewatering process and Power floater treatment in roads, pavements, platform, floors etc well compacted, mechanically vibrated with screed vibrator, finished to required levels, floated with neat cement and power trowelled to get desired smooth finish/ broom finish as per design, over a levelling course, including casted in panel, MS channel or box shuttering, curing etc as directed by Engineer. The Contraction joints to be formed at every 5m distance by grooving with mechanical saw within 48 hrs. Groove/ sawed joints/ longitudinal joints shall be made of 6mm width and 40 mm depth min (1/3 rd depth of the pavement) as shown in the drawing. LDPE sheet (min 125 gsm) shall be laid below pavement. The rate shall be inclusive of labour, making the grooves, filing groves with approved sealant and backer rod, provision of expansion joint, LDPE sheet and machinery cost etc complete and as directed by Engineer in charge. Reinforcement if required shall be paid in relevant tender item. Mock up for concrete pavement work (for brooming pattern and joints as per drawing) shall be prepared by contractor and got approved from architects in all respect prior to mass execution works. Architect reserves right to reject part or all work of sub standard or not in confirmation to sample approved as per mock up.
343	Providing and fixing of Red/Pink Sand stone thickness of 40-50 mm including cladding Carving work on Gate as direction of Eng-in-charge.
344	Beautification
345	Designing, supply and fixing of murals at different location, as indicated in the drawings and as approved the engineers in charge
346	Fabrication, supply and errection of mannequins, models and scupture made up of materials such as steel, plastic etc.The mannequins, models and sculpture shall match with the asthetic surrounding values / views of following Height (a) Sculpture of Height from 1' upto 4'
347	Fabrication, supply and errection of mannequins, models and scupture made up of materials such as steel, plastic etc.The mannequins, models and sculpture shall match with the asthetic surrounding values / views of following Height (a) Sculpture of Height from 4' upto 5'
348	Fabrication, supply and errection of mannequins, models and scupture made up of materials such as steel, plastic etc.The mannequins, models and sculpture shall match with the asthetic surrounding values / views of following Height (b) Sculpture of Height above 5' upto 7'
349	Fabrication, supply and errection of mannequins, models and scupture made up of materials such as steel, plastic etc.The mannequins, models and sculpture shall match with the asthetic surrounding values / views of following Height (c) Sculpture of Heght above 7' upto 10''
350	SITC of 18W Solar All in One(AIO) LED Streetlight suitable for 5M Pole Height with 35W monocrystalline silicon panel IP65/IP66 protection, Correlated Color Temperature 6000k-6500K, Color Rendering Index > 80, , Lumen efficacy of 120lm/w output and high performance Lithium Ferro Phosphate Battery(LiFePo4), with Integral PIR sensor ,MPPT charge controller with 90-96% efficiency and Over voltage protection: 16V, x 2/24V (Make-Wipro/HPL/philips/ Osram/ orient
351	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 67Informatory Signs (a) 800 x 600 mm Rectangle
352	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 67Informatory Signs (b) 600 x 450 mm Rectangle
353	Direction and Place Identification Signs with size more than 0.9 sqm size Board. : Providing and erecting direction and place identification retro-reflectorise design 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.
354	Cautionary SignsTriangular 900 mm side complete as per drawings and Technical Specifications Clause 801
355	Mandatory SignsStop sign - Octagon of size 900 mm complete as per drawings and Technical Specifications Clause 801
356	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
357	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
358	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.
359	BENCHES: Providing and fixing concrete benches as per the drawings.Each bench shall consists of 2 Nos.L-shape base support in grey cement color (thickness:100 mm, Back height:1000 mm, front height:450 mm, Base width:620mm) and 2 Nos. reinforced concrete planks in brown color of size 1200mm X 100mm X 50mm, and 1 No. of reinforced concrete plank of size 1200mm X 200mm X 50mm · Overall Dimensions: Seating length of the Bench:1200 mm; Seating height of the Bench:450 mm; Total height of the Bench:1000 mm · All components are reinforced suitably for long use and to prevent damage during handling, transportation, and erection · Bench top and back planks are treated with special anti-corrosive, water proof coating so as to make surfaces glossy and water proof · All components are manufactured by using M-30 grade of Concrete using vibro compaction process
360	Supply & Fixing Metal of Capacity 100 litre movable dustbin gin of different shape & colour as per the pattern approved by the Engineer-In-Charge
361	Electrical Works
362	SITC of Decorative Ornamental Pole with Single Arm Decorative bracket. Total height of the pole with bracket shall be 6000 mm nominal above the ground. The pole shall be made out of mild steel tube in multiple sections as per attached drawing. The different sections shall be joined together through flanges and swaging joints and are welded to get stable structure. The bottom section shall be of 140mm dia x 3.6mm thickness, the top section shall be of 76mm dia x 3.6mm thickness. The base plate shall be of dimension 300 x 300mm and thickness 12mm and joined with the pole by welding joint with the help of stiffeners. A built in service window shall be provided to accommodate a 6 amp SP MCB and 32 amp heavy duty connector for mains connections in the bottom part of the pole as shown in the attached drawing. The cast iron & aluminium decorative embellishments shall be fixed with the pole with the help of SS grub screws as shown in attached drawing. One Trishul made of Cast Iron should be fitted at top of the pole bracket. The decorative bracket shall be made out of Mild steel tube; rod & embellishments shall be made of cast iron & aluminium. The decorative pole and decorative bracket shall be machined and polished properly to give it a smooth surface. The decorative pole and decorative bracket shall be duly pretreated by shot blasting process and coated with high-end epoxy primers and top coat in UV ray resistant polyurethane/Polyester coating in approved colour shade. The Coating on the pole and bracket shall be baked in oven at required temperature and parameters. The DFT of coating on pole shall be 90 microns (minimum). The coating on pole and bracket shall pass minimum 300 salt spray hours. Wind pressure calculation shall be done as per IS875. The contractor has to specify pole manufacturers name and manufacturing facility details in technical bid. The pole manufacturer shall have inhouse facility for pole fabrication consisting of Laser cutting machine, Pole fabrication and Mig welding plant, shot blasting machine, Oven to bake required pole and bracket. The EIC will visit the plant to ascertain the required plant and machinery at manufacturers facility. Cost of foundation inclusive. ( Make- Homdec/Leksa/valmount/Ligtech/Klite)
363	SITC of Decorative Led Street light shall be made of die cast and Spun Aluminum and shall have Ingress protection of IP66 for optical compartment and Impact Resistance of IK 08 or more. The Led Post top light shall be in 60w LED. A Transparent polycarbonate Diffuser shall be fitted in the Led post top light. Integrated suitable BIS approved LED Driver shall be fitted inside the Led Post top light having efficiency >85%, power factor shall be >0.95, THD <=10%, with driver standard voltage withstand range of 100-300V AC and inbuilt surge protection of min. 4 kv. The luminaire shall have external surge protection device of 10kV. Led shall be Osram/Seoul/Cree or equivalent reputed make and shall have luminous efficacy of more than 140 Lm/Watt. System luminous efficacy shall be more than 125 Lm/Watt. The CCT of Led shall be 3000/4000/6000 k as required by engineer in charge. The shape and sizes of the Led Post top light shall be as per attached drawing. System life of 50,000 burning hours with 70% of initial lumens maintained. The Led Post top light shall be machined and polished properly to give it a smooth surface and shall be coated in UV ray resistant Polyurethane/ Polyester coating in approved colour shade. The Coating on the Led post top light shall be baked in oven at required temperature and parameters. The contractor has to specify pole manufacturers name and manufacturing facility details in technical bid. The pole manufacturer shall have in house testing facility for street light luminaire viz- LM-79, IP-66, IK-08. Oven to bake coating Required luminaire. The EIC will visit the plant to ascertain the required testing equipments, plant and machinery. Following third party test reports will be required with the material. LM-79 IP-66 IK-08 LM-80 FOR LED BIS OF DRIVER BIS OF STREET LIGHT ( Make- Homdec/Leksa/valmount/Ligtech/Klite)
364	Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc.direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required.(14.16.1)
365	SITC of outdoor stand mounted feedar pillar panel with made of 2 mm / 14 SWG CRCA sheet is to be painted with two coats of primer and enamel paint. Duly compartmentalized double door with locking arrangement with legs duly grouted in cement cencrete 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate 20 mm) with earthing studs (Switchgears Switch Gear Make- L & T/ Legrand/ Schnider/ ABB) Incomer 40 A 4 P MCCB (1 No) and 40 A 4 P contactor ( 1 No ) ; Outgoings : 32 Amp 4 P MCB ( 3 No) and digital timer ( 1 No)
366	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group A
367	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required.2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
368	Same as above but 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
369	Same as above but 2 X 4 sq. mm + 1 X 4 sq. mm earth wire
370	Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. 25mm
371	Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. 200 mm X 250 mm X 60 mm deep
372	Same as above but 5/6 A switch
373	Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.6 pin 15/16 A socket outlet
374	Supplying and fixing two module stepped type electronic fan regulator on the existing modular plate switch box including connections but excluding modular plate etc. as required.
375	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. (For Sept. light plugs).
376	Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 6 pin 5/6 A & 15/16 A modular socket outlet and 15/16 A modular switch, connections etc. as required.(for power point)
377	Supply and fixing 3 pin, 5 amp. ceilling rose on the existing junction box/ wooden block including connection etc. as required
378	Installation, testing and commissioning of ceiling fan, including wiring the down rods of standard length (upto 30 cm) with 1.5 sq. mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as required.
379	Installation of exhaust fan in the existing opening, including making good the damage, connection, testing, commissioning etc. as required. Upto 450 mm sweep
380	Extra for fixing the louvers/ shutters complete with frame for a exhaust fan of all sizes.
381	Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections,powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)12 way, Double door
382	Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, “C” curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole
383	Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63 A
384	Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required. 63A
385	Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 meter long etc. with charcoal/ coke and salt as required.
386	Providing and laying earth connection from earth electrode with 6 SWG dia G.I. Wire in 15 mm dia G.I. pipe from earth electrode including connection with G.I. thimble excavation and re-filling as required.
387	Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia M.S. bar bent to shape as per standard drawing.
388	Supplying,installation,testing and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight(Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required. 2 output per phase and suitable for single phase supply
389	Supplying & laying of 2x10 sqmm fire survival armoured cable, 600/1000V rated with annealed copper conductor having glass mica fire barrier tape covered by an extruded layer of Cross Linkable Ethylene Propylene Rubber (EPR) insulation and LSZH inner bedding, steel wire armouring &LSZH outer sheath complete as required.
390	S/F of 1x 28 Watt T-5 type EBT light fitting approved at PWD Uttarakhand
391	S/F of mirrior Light with CFL 11 watt Bajaj/Eqv. Make
392	Supply of 12' heavy duty Exhaust fan.
393	S/F of 1 HP electric water pump of standard make(sharp,cromption) including supply of all materials,labour and T & P etc. required for the completion of the work- Crompton
394	S/F of ceiling fan Orient/Khetan)
395	Supply and fixing of automatic sensor quick hand dryer including all material,labour,T and P etc. required for the completion of the work-Jaquar
396	Supply and fixing of vending machine including all material,labour,T and P etc. required for the completion of the work
397	Supply and fixing of incinerator machine including all material,labour,T and P etc. required for the completion of the work
398	Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with MODULAR type switch, phenolic laminated sheet, suitable size M.S. box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. Group (C) (1.10.3)
399	Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, 2 way modular type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc. as required. (1.11)
400	Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin5/6 amps socket outlet and 5/6 amps modular type switch, connection, painting etc. as required. (1.31)
401	Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin5/6 & 15/16 amps socket outlet and 15/16 amps modular type switch, connection, painting etc. as required. (1.32)
402	Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class PVC conduit as required(i) 2 X 4 sq. mm + 1 X 4 sq. mm earth wire(1.14.3)
403	(ii) Same as above but 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire(1.14.2)
404	(iii) Same as above but 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire (1.14.1)
405	Supplying and fixing 40 amp rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required. (2.13.1)
406	Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, \\"C\\" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. (2.10.1)
407	Supplying and fixing 6 way single pole and neutral, sheet steel, MCB distribution board, 240 volts, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator) (2.3.1)
408	Supplying and fixing brass batten/ angle holder including connection etc. as required (1.34)
409	Supplying and fixing 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including connection etc as required. (1.33)
410	S/F of fan box
411	S/L of 4 core 10 sq mm Al. armoured cable in existing DWC PIPE
412	S/L of 4 core 16 sq mm Al. armoured cable in existin DWC Pipe
413	S/L of 4 core 25 sq mm Al. armoured cable in existin DWC Pipe
414	SITC of outdoor stand mounted feedar pillar panel IP- 54/55 with made of 2 mm / 14 SWG CRCA sheet is to be painted with two coats of primer and enamel paint. Duly compartmentalized double door with locking arrangement with suitable length legs duly grouted in cement cencrete 1:2:4 ( 1 cement : 2 sand : 4 stone aggregate 20 mm) with earthing studs ( Switchgear Make- L & T/ Legrand/ Schnider/ ABB)Incomer- 40 amp 4 P 25 k A MCCB ---------1 No 40 amp 4 Pole contactor -----------------------1 NoDigital Timer Switch----- -------------------------1 NoAl Bus bar 40 amp 4 pole -----------------------1 Nooutgoings- 20 AMP 16 kA 415 V 4 Pole MCCB ----------------------4 Nos
415	SITC of chemical earthing included maintenance free Copper coated earth rod with Low carbon steel, high tensile strength copper bonded rod with min 250 microns of copper coating. Diameter- 17.2 mm, Length- 3 meters, Material- Copper Bonded, Coating thickness- 250 microns min., Environment friendly, RoHS Certified low resistivity Carbon based Ground Enhancement material in 50 Kg pack to fill the bore area around the rod & providing of suitable connector and lug including excavation and refilling as per specification and directions of E/I, with poly plastic earth pit cover including locking arrangement and load bearing capacity 8 Ton complaining IEC 62561-5.
416	P/F of 25 MM* 5 MM G.I Strip on surface/ recess (5.15)
417	S/L of 6 SWG G.I Wire at 0.50 meter below ground level
418	S/F of 70-80 watt LED Flood Light with system efficacy 100 lm /watt housing made of aluminium PDC with toughned glass optical cover to ensure IP 66 Protection
419	S/F of Wall/ ceiling mounted slim 18-20 Watt LED Batten With aluminium Housing and polycarbonate diffusur with integrated LED Driver
420	S/F of 32 amp 4 pole MCCB with enclosure
421	S/F of 20 amp 4 pole MCCB with enclosure
422	SITC of high quality long through multi colour with RGBW 4in1 LED, DMX-RDM based wash light. Protection Rating: IP66, complying to BIS standard \\"IS 10322 (Part 5/Sec 1): 2012\\" and having CE certification against standard \\"Low Voltage Directive & Protective Equipment - EN 60598 (Part 2/Sec 1):2020\\", and \\"Electromagnetic Compatibility Directive - EN 61547:2020\\", Mounting Structure: Adjustable surface mount yoke arrangements for fixing the lights having the rotation degrees embossed in the die cast. Power consumption: 100W, CCT: RGBW (6000K -7000K) (as per the design approval), Optics: PMMA/PC Lens with separate holder, Beam Angle: 25°/45°/60° (as per the design approval), Luminous Efficacy must be Min: 55Lm/W, Body: Die casted/ extruded aluminium with embossed manufacturer logo, Separate compartment for keeping the decoder/driver in the housing which can be easily removable for service without disturbing the LEDs/Optics, Hot spot and light distribution: Optics Designed to minimize hot spots & fringing in colour mixing applications. Luminaire shall be capable of producing dynamic colour-changing light with 16.7million colours and it shall support control via DMX, Ethernet, and Remote Device Management (RDM) for enhanced configuration and management. The luminaire should offer channel options of 8/4 channels by using a Programming kit, with these channels providing control for effects and colour transitions like 4 colour 4 channels, Master, Jump, strobe, Macro function and speed in the rest 4 channels as per the requirement. Additionally, it shall feature auto colour synchronization functionality, allowing seamless operation if there is a loss of DMX signal/ with loop in loop out. Power Input: DC 24V External Group Driver. Surge Protection: Inbuilt surge protection in the driver 2KV-4KV (Additional if required will be added as per the requirement), Toughened transparent glass having the IK protection: [K08 or higher, Painting: Chemical 3/7 tank processed treatment before the powder coat black/Grey/approved colour coat. Fixture will be suitable to operate in a temperature range of -10°C to +60°C, the light fixtures are having IP68 air vent made of stainless steel which helps to desiccate & prevent from forming moisture inside the light fixture at worst environmental condition. LED life should be at least 50,000 burning hours at L70 at 50 degrees centigrade LM80 to be provided. Luminaire is inclusive of Integral male/female waterproof connectors with structures in pre wired conditions as per IS standard. PCB thickness must be 1.6mm, 35-micron Copper, 2W TC with Black or White masking, Copper/OSP finish. LM79, IK08, HV & IP66 Certificates from NABI Accredited laboratory LED Makes should be CREE Lumill ED Osram
423	SITC of high quality long through multi color wash light, Protection Rating: IP66, complying to BIS standard \\"IS 10322 (Part 5/Sec 1): 2012\\" and having CE certification against standard \\"Low Voltage Directive & Protective Equipment - EN 60598-1:2015\\", and \\"Electromagnetic Compatibility Directive EN 61547: 2009\\", Mounting Structure Adjustable surface mount yoke arrangements for fixing the lights having the rotation degrees embosed in the die cast. Power consumption: 50W, CCT: RGBW(6000- 7000K), (as per the design approval), Optics: PMMA with holder, Beam Angle: 25°/45°60°, Control: DmX512 Channel: 4 CH, Body: Die casted / extruded aluminium with embossed manufacturer logo, Seperate compartment for keeping the decoder/driver in the housing which can be easily removable for service without disturbing the LEDs/Optics, Hot spot and light distribution: Optics Designed to minimize hot spots & fringing in color mixing applications. Power Input: Constant DC 24V with external driver to the constant current decoder, Surge Protection: Inbuilt surge protection in thedriver 2KV-4KV(Additional if required will be added as per the requirement), Toughened transparent glass having the IK protection up to IK08, Painting: Chemical 3/7 tank processed treatment before the powder coat black/ash/approved color coat. Fixture will be suitable to operate in a temperature range of 0°C to 50°C, The light fixtures are having IP68 air vent made of stainless steel which helps to desiccate & prevent from forming moisture inside the light fixture at worst environmental condition. LED life should be at least 50,000 burning hours at L70 at 35 degree centigrade. Luminaire is inclusive of Integral male/female waterproof connectors with structures in pre wired conditions as per IS standard. PCB thickness must be 1.6mm, 35 micron Copper, 2W TC with Black or White masking, Copper /OSP finish. LM79, IK07, IP66, HV Certificates from NABL Acrediated laboratory. LED Makes should be CREE, LumilLED, Osram, Seoul, Nichia or equivalent with the engineer or 3rd party testing laboratory approval. Power & DMX Loop In/Out along with IP67 connector having the length>300mm ( )
424	SITC of high quality Multi Color Neon Flexible light, Protection Rating : IP65, Mounting Structure : Adjustable wall mount aluminium profile for fixing the lights. Power consumption : 12W, CCT : RGB/RGBW, (as per the design approval) Beam Angle : 120º, Control : DmX512 Channel : 4 CH, Power Input : DC 24V with external driver, Surge Protection : Inbuilt surge protection 2KV-4KV(Additional if required will be added as per the requirement), Fixture will be suitable to operate in a temperature range of 0°C to 50°C , LED life time should be at least 50,000 burning hours at L70 at 25 degree centigrade. Luminaire is inclusive of Integral male/female waterproof connectors with structures in pre wired conditions as per IS standard. LED Makes should be CREE, LumilLED, Osram, Seoul, Epistar, Nichia or equivalent with the engineer or 3rd party testing laboratory approval. (( Make- LEKSA/NERI/LT/Ligtech))
425	SITC of Aluminium Profile for Neon flex
426	SITC of DC power driver for the above Lights, Power : 200W, Input : AC 110- 240V AC, 50Hz, Output : DC 12/24V, Protection rating, IP67, Surge protection : LL 4KV, LE 6KV
427	SITC of high quality DMX decoder, Power Input : DC 24V
428	SITC of IP65 \\"I\\" power connectors easy and extremely precise locking system. High impact materials - longlasting and reliable
429	SITC of IP65 \\"I\\" DMX connectors having 3/5 pole cable connector, Male/Female connector with improved latch, cage type contacts, \\"solder stop\\" for easy soldering, and additional ground contact for best contact integrity between chassis and cable connector. More durable housing for maximum reliability.
430	SITC of PVC insulated multi core electrical un armoured flexible 5C electrical losses. (As per actuals depending upon the site condition) x 0.5Sq mm power cable having less
431	14 SITC of PVC insulated multi core electrical un armoured flexible 3C x 1.5Sq mm power cable having less electrical losses. This PVC insulated and round sheathed wire features a bright multi strands copper conductors and it supports voltage grade up to 1100V. (As per actuals depending upon the site condition)
432	SITC of PVC insulated multi core electrical un armoured flexible 3C x 2.5Sq mm power cable having less electrical losses. This PVC insulated and round sheathed wire features a bright multi strands copper conductors and it supports voltage grade up to 1100V. (As per actuals depending upon the site condition)
433	SITC of 5 core DMX cable comprises twisted pairs with shield support for carrying of data. DMX512 cable is used for connecting all light consoles that use DMX 512 standard data transmission. (As per actuals depending upon the site condition)
434	SITC of 50 mm outside dia double wall corrugated pipe(DWC) for enclosing cable below ground/road surface, to required depth complete for both power and DMX (14.16.1)
435	SITC and fixing of PVC conduit pipe on surface 25 mm Dia (Medium) with accessories, junction box etc. including clamping etc (1.21.2)
436	SITC of 5 pin XLR Male connectors having 5 pole cable connector, Male/Female connector with improved latch, cage type contacts, \\"solder stop\\" for easy soldering, and additional ground contact for best contact integrity between chassis and cable connector. More durable housing for maximum reliability.
437	SITC of 5 pin XLR Female connectors having 5 pole cable connector, Male/Female connector with improved latch, cage type contacts, \\"solder stop\\" for easy soldering, and additional ground contact for best contact integrity between chassis and cable connector. More durable housing for maximum reliability.
438	SITC of IP driver box made up of PVC / UPVC and ivory connectors for the internal terminations and external outgoing connecting points, fiber / brass glands of suitable size fitted MCB control for outgoing circuits.
439	SITC of DMX isolator or splitter provides isolated optical DMX splitter provides 8 output from a 1 input and input voltage: AC 110 to 220 V, 50 Hz, Product Features: Group 1 & Gropu 8 DMX signal change.
440	SITC of Din Rail Mount DMX controller can be used to control a wide variety of different DMX systems- from RGB/RGBW to more advanced moving and color mixing luminaires, DMX audio players and fountains. The controller comes with a variety of features, iPhone/iPad/Android remote control, Wi-Fi facilities, dry contact port triggering and flash memory. USB connection 1024 DmX channels universe in live mode (computer) 8 dry contact trigger ports via HE10 connector. stand alone mode with 5 area and 90+ scenes, Mac OSx 10.6/10.7/10.8 - Windows XP/VISTA/SEVEN/8 32/64 bits and USB 2.0, XLR3, mini USB, 1 HE10, Power From5V to 5.5V DC (AC/DC adapter in option.
441	SITC of Programming Charges
442	SITC of additional accessories for installing the lights as per the final drawing/site condition consisting of clamps, brackets, angles, conduits, joints, hardware's like fasteners, nut & bolts etc.
443	MS Façade Lighting Cage
444	SITC OF Fire Extinguishers
445	SITC of 6 Kg ABC powder Based ISI approved Fire Extinguishers
446	SITC of 4.5 Kg Al Body CO2 Gas based ISI approved Fire Extinguishers Please Enable Macros to View BoQ information

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