Tender For Renovation And Develeopment Of Jk Pavilion Cricket Stadium , Nayapura , Kota, Kota-Rajasthan

TDR : 55338360

Tender Notice
BOQ

21 Days Left

Kota , Rajasthan

Tender Brief : Tender For Renovation And Develeopment Of Jk Pavilion Cricket Stadium , Nayapura , Kota

Document Fees
₹ 7500 /-

EMD
₹ 14960000.0 /-

Tender Value
₹ 74.80 Crore /-

Submission Date
03-06-2026

Competition Type
Indian

Bidding Type
Tender

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1	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge.
2	1: 3: 6 or richer mix.
3	Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
4	Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work (Payment shall be made on the cross sectional area of R.C.C. or R.B. work) as per direction of Engineer-in-charge
5	Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
6	In cement mortar.
7	Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge:
8	In cement mortar.
9	Dismantling doors, windows and clearstory windows steel or wood shutter including chowkhats and holdfasts etc. complete and stacking within 50 meters lead:
10	Of area 3 square meter and below.
11	Of area exceeding 3 square meter.
12	Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50metres lead.
13	Dismantling tile work in floors and roofs laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meter lead:
14	For thickness of tiles 10mm to 25mm.
15	Dismantling stone slab/ terrazo chip flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material within 50 meters lead.
16	Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead.
17	Removing aluminium/Gypsum partitions, doors, windows, fixed glazing and false ceiling including disposal of unserviceable material and stacking of serviceable material with in 50 meters lead as directed by Engineer-in-charge.
18	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 taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils
19	Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.
20	Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in
21	All kinds of soil
22	Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) .
23	Supplying and Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand
24	Random rubble dry stone Kharanja under floor.
25	Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.
26	M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
27	Providing and laying in position Ready mix concrete manufactured in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design of specified grade of RCC work including pumping of R.M.C. from transit mixer to site of laying , exculding the cost of centering, shuttering and reinforcement with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge. All works upto floor V floor M20 grade Design Mix by using cement as per codal provision.
28	Providing M-30 grade concrete by using cement as per codal provision instead of M-20 grade design mix.
29	Add extra for RCC work in superstructure above floor five level for each four floor or part thereof
30	Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc.
31	Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:
32	Cement Mortar 1:6 ( 1-Cement : 6-Sand).
33	Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :
34	Walls (any thickness) including attached pilasters, buttresses plinth and string course.
35	Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates, anchor blocks, sills, chhajjas, lintel, beam, plinth beam etc.
36	Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :
37	Columns, pillars, posts and struts etc.
38	Add extra for shuttering in circular work (in respective centering and shuttering items)
39	Add extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan are is to be measured
40	Add extra for centering and shuttering work in superstructure above floor five level for each four floor or part thereof .
41	Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. ('Original producers' who manufacture billet directly from iron ores and roll the bilets to produce steel conforming to IS:1786
42	Thermo-mechanically Treated bars (Conforming of relevent IS code)
43	Add extra for reinforcement in superstructure above floor five level for each four floor or part thereof .
44	Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :
45	Cement mortar 1 : 6 (1 cement : 6 coarse sand)
46	Half brick masonry in Superstructure , above plinth level upto floor V level using bricks of designation 75
47	Cement mortar 1 : 4 (1 cement : 4 coarse sand)
48	Providing Factory Made 100% Solid WPC (Wood polymer Composite) Board of 18mm thicknesss of required size comprising of virign PVC resin of K Value 58-60 ( Suspemsion Grade), Calcium Corbonate and natural Fibers ( Wood Powders/ rice husk/ wheat husk) and Non toxic additives , made from Extrusion process WPC foam sheet Single Extruded ( Inner) with density not less than 550 kg/cbm manufactured by an ISO 9001 - 2015 Certified Company, having good screw holding capacity ( Screw Withrawal strength of 1800 N ( Face) & 900 N ( Edge), Minimum Compissive Stength of 58 N/mm2, Modulus of elasticity 900N/mm2 and resistance of spread of flam of Class A caegory wih Property of being Termite/ Borer Free.Water/ Moisture Proof and Fire Retardant and fixinng stainless Steel butt hinges of required size with necessary full body threaded star headed counter sunk SS Screws.
49	All as per direction of Engineer -In-Charge, Material test certificate and authentication should be compulsory provided by the manufacturing company : For KITCHEN CABINET & CUPBOARDS..
50	Providing & fixing factory made 100% Solid WPC (Wood Polymer Composite) Door Frame 90mm x 45 mm ( Moulded ) Single Rebated,, made from Wood Polymer Composite (Single Extruded Process) material comparising of virign PVC polymer of K Value 58-60 ( Suspemsion Grade), Calcium Corbonate and Natural Fibers ( Wood Powder/ Rice Husk/ Wheat Husk) and Nor toxic additives fabricated with meter Joints after applying PVC solvent Cement & screwed with full body treaded star headed srews having minimum frame density of 780 kg/ cbm & manufactured by an ISO 9001 - 2015 Certified Company, having good screw holding capacity ( Screw Withrawal strength of 2200 N ( Face) & 1100 N ( Edge),
51	Minimum Compissive Stength of 58 N/mm2, Moduus of elasticity 900N/mm2 and resistance to spread of flame of class A category with property of being termite / borer proof , water / Moisture Proof & Fire retardant & Fixed in postion with SS Dash Fasterns / Hold Fast of reuired dia and lenght, all as per specifications drawings as directed by the Engineer-In-Charge. Material test certificate and authentication should be compulsory provided by the manufacturing company ( Hold Fast or Dash Fastners shall be paid seperately)
52	Providing and fixing of uPVC Sliding windows: Frame Made from the Extruded uPVC Window Profile Section of size 106w x 50h mm having outer wall thickness of 2.5mm (+/- 0.2mm) and 3 box multi-chamber construction, White in finish, duly reinforced with 1.2 mm thick GI section. Frame shall have three track configuration, two for sliding of window shutter and one for mosquito mesh shutter. Vertical member of frame which bears the sliding shutter load shall have aluminium rail/track for smooth sliding of shutter rollers. All the four corners shall be mitered cut & thermal welded so as to form window frame. Frame shall be milled with drain and air equalizer hole in order to be water tight and for drainage of accumulated water, if any, to outer side.Shutter : The shutter of sliding window shall be made of 39w x 69h mm Extruded 3 box multi- chamber uPVC Window Profile Section of white colour having outer wall thickness of 2.5mm (+/- 0.2mm) provided with reinforcement of 1.5mm thick GI section duly mitered cut & thermal welded at all corners and fitted with uPVC glazing bead of size 22 x 20 mm with inner and outer co-extruded EPDM/TPE-E weather seal gaskets alongwith 6mm thick ISI make plain float glass. Mesh shutter shall be made of 39w x 69h mm Extruded 3 box multi-chamber UPVC Window profile section of white colour having outer wall thickness of 2.5mm (+/- 0.2mm) provided with reinforcement of 1.5 mm thick GI section duly mitered cut & thermal welded at all corners and fitted with nylon/polymer mesh and rollers/pully.
53	Providing and fixing aluminum work for doors ,windows, ventilators and partition with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285, fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and the directions of Engineer- in– charge .(Glazing and paneling to be paid for separately).
54	For shutters builtup standard tubular sections of openable doors ,windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately).
55	Powder coating aluminum ( minimum thickness of powder coating 50 micron)
56	Extra for shutters of sliding aluminum windows
57	Providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with PVS / 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.)
58	With float glass panes of 5.0 mm thickness ( weight not less than 13.50 kg/sqm)
59	Extra for providing toughened glass panes instead of ordinary float glass panes in doors, windows and clerestory window shutters. (Area of opening for glass panes excluding portion inside rebate shall be measured).
60	Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S.
61	Supply and fixing of solid stainless steel grade 304 C type door handle of dia 32mm length 600 (outside measurement) having hole dia 14 mm of with i/c key arrangement.
62	Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesin in glue both sides with approved steel fittings complete as per annexure 'A' :
63	35 mm thick .
64	Decorative teak veneer One side
65	Extra for providing other type of fittings as mention in annexure A ( as approved by EI)
66	Stainless steel fittings
67	Extra for providing external lipping with 2nd class teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured) Over item no. 8.13.
68	Extra for cutting rebate in flush door shutters for making double leaf shutter(Total area of the shutter to be measured).
69	Providing & Fixing mica of approved make for inner/outer side of shutters with fevicol & nails complete as per approved by engineer in charge.
70	0.8mm thick mica
71	Providing & fixing door, window, chowkhats and other frames, including antitermite treatment, M.S. flat, hold fasts of size 250 x 40 x 3mm fixed with M.S. bolt 5mm dia 50mm long duly embedded in cement concrete M-15 grade :
72	Sal wood Grade - I.
73	Providing and applying Melamine polish on teak wood work of approved brand and manufacture to give an even shade with two or more coats by compressor including sand papering, wood filler coat etc complete in all respect:
74	New Surface
75	Providing & Fixing decorative veneer of approved make for inner/outer side of shutters with fevicol & nails complete as per approved by engineer in charge.
76	4.0mm thick veneer
77	Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete:
78	20 mm
79	Providing and fixing IS : 3564 marked Aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. complete.
80	Providing and Fixing Aluminium composite panel of approved make 3mm thick with 0.5mm thick skin & PVDF coated approved shade for wall panelling. Main framing work to be done using 50mmx25mmx1.6mm tubular section of approved make. Stainless steel screw to be used to fix the ACP panel to be fixed to the main frame with industrial adhesive tape and panel groove to be sealed with weather proof silicon sealant suitable for glass/aluminium etc. complete in all respect as approved by Engineer-in-charge.
81	Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand)
82	For area of each slab from 2001 to 5000 Sq.Cm
83	Extra for Mirror polishing on terrazzo/Kota stone work where ever required to give high gloss finish complete.
84	Providing and laying M30 grade controlled cement concrete pavements including mixing and vibrations concrete with necessary needle vibrators and surface with screed board vibrating complete in all respect with 20/25 mm stone aggregate (crusher broken) including anti-skid textured finish to required camber/ super elevation and grade including curing etc. as per specification with cement concrete M-30 grade including cost of Steel frame work for sides of C.C. pavement consisting of M. S. channels flats and angles with required steel pegs ( some of them may left embedded in concrete/ including providing frame work)
85	Extra for vacuum processed concrete including cost of equipments labour etc.
86	Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size.
87	Welded mesh 50 mmx 50 mm x 2.1 mm
88	Providing and Fixing machine made Synthetic Carpet having total Carpet weight 850 gm Psqm. and 5mm thickness superior quality complete in all respect as per direction of Engineer-in-charge.
89	P & F 1st qualityHeavy Duty Vitrified Polished Digital tiles on floor, skirting and steps etc.in different sizes (thicknessminimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete.
90	size 600 mm X 1200 mm
91	P & F 1st quality Heavy Duty Vitrified glazed MAT tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete.
92	size 600 mm X 600 mm
93	Add extra for Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477 , using 5kg. adhesive per sqm of tile area, in average 3mm thickness instead of cement mortar.
94	Providing and laying wooden flooring with a direct laminated surface treated with aluminum oxide on top of a high-density fiber board with a density of 850 Kg./per Mtr. having a click system tongue and groove joint to secure a long lasting joint. The planks are or termite resistant and water protected with both side lamination Wooden flooring Planks of size 1208 x 194 x 8 mm / 1215x294x8 mm (8mm thick laminated floor class of use 23/31 having a wear resistance level of AC-3 , impact resistance > 9mm, moisture resistance 3-10% as per (EN-424, EN– 438 EN– 425 EN– 417– 2)or PREN 3329 complete in all respect as per direction of EI
95	Providing and Applying ACRYLIC emulsion polymer waterproofing chemical coating, on over roof on over roof slabs/terrace/balconies/parapet wall etc.with following method/specification:Paint the surface with regular paint brush so as to obtain approximately 0.3mm thickness coating. apply the 2nd coat next day at right angles to the 1st coat so that total thickness of the coating should be approximately 0.6mm coverage by using above formulation will be 40 ft2/ litre of chemical. painted surface does not require any external water curing since chemical will hold sufficient water for curing.After the primer coat Apply 2 coats of modified acrylic emulsion polymer water proofing compound having solar heat reduction properties coating @ 0.330 KG/SQM on the surface of the interval of 3-4 hours. Undulation on the surface is repair before the waterproofing work.
96	Grading roof for water proofing treatment with water proffing compound
97	Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
98	Providing & Fixing of Mineral Fibre Acoustical Suspended Ceiling System with (Bevelled Tegular) EDGE TILES WITH 15 mm Exposed GRID. The tiles should have Humidity Resistance (RH) of 99% NRC 0.5, Light Reflectance _>85%, Thermal Conductivity K =0.052-0.057 w/m K, Colour White, Fire Performance UK Class 0/Class 1 (BS 476 Part 6 & 7), in module size of 600 x 600 x 16 mm, suitable for Green Building application, with Recycled content of 32 %. The tile shall be laid on Silhouette profile grid system with 15 mm white/black flanges incorporating a 6 mm central reveal in white/black colour and with a web height of 45mm and a load carrying capacity of minimum 15.68 Kgs/Sqm minimum pull out strength of 100 kgs. Silhouette, Main Runners & Cross Tees to have mitred ends & \\"birdsmouth\\" notches to provide mitred cruciform junctions. The T Sections have a Galvanizing of 90 grams per sqm and need to be installed with suspension system of make. The Tile & Grid system used together should carry a 30 year warranty. INSTALLATION :- To comprise main runner spaced at 1200 mm centres securely fixed to the structural soffit using suspension system (Specifications below) at 1200mm maximum centre. The First/Last suspension system at the end of each main runner should not be greater than 450 mmfrom the adjacent wall. Flush fitting 1200 mm long cross tees to be interlocked between main runners at 600 mm centre to form 1200 x 600 mm module. Cut cross tees longer
99	Providing and fixing calcium silicate perforated board false ceiling at all heights including providing and fixing of frame work made of special sections power pressed from M.S. sheet and galvanised in accordance with zinc coating of grade 350 as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 22mm and 37mm at 1200mm centre to centre one flange fixed to the ceiling with dash fastener 12.5mm diax40mm long with 6mm dia bolts to the angle hangers of 25x25x0.55mm of required length, and other end of angle hanger being fixed with nut and bolts to G.I. channels 45x15x0.9mm running at the rate of 1200mm centre to centre to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular to G.I. channel with connecting clips made out of 2.64mm diax230mm long G.I. wire at every junction including fixing the calcium silicate board with ceiling section and perimeter channels 0.5mm thick 27mm high having flanges of 20mm and 30mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450mm centre to centre with 25mm long drive-all screws @ 230mm interval including jointing and fixing to a flush finish of tapered and square edges of the board with recommended filler, jointing tapes, finisher and two coats of primer suitable for board as per manufactures specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed all complete as per drawing and specification and direction of the Engineer in Charge but but excluding the cost of painting of thickness of calcium silicate board as below
100	6 mm thick
101	Providing and fixing tiled false ceiling of approved materials of size 595X595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams per sqm both side inclusive ) consisting of main “T” runner with suitably spaced joints to get required length and of size 24X38 mm made from 0.30 mm thick (minimum) sheet spaced at 1200 mm center to center and cross “T” of size 24X25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main “T” at 600 mm center to center to form a grid of 1200X600 mm and secondary cross “T” of length 600 mm and size 24X25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200X600 mm panel to form grids of 600X600 mm and wall angle of size 24X24X0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/ making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc.
102	Main “T” runners to be suspended from ceiling using GI slotted cleats of size 27 X 37 X 25 X 1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanized butterfly level clips of size 85 X 30 X 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge.
103	12.5mm thick square edge PVC laminated Gypsum tiles of size 595mm x 595mm, made of Gypsum plasterboard, manufactured from natural gypsum as per IS 2095 part I and laminated with white 0.16mm thick fire retardant PVC film on the face side and 12 micron metalized polyester on the back side with all edges sealed with the face side PVC film which goes around and wraps the edges and is bonded to the edged and the back side metalized polyester film so as to make the tile a completely sealed unit.
104	Providing and fixing stainless steel railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). Grade 304
105	Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish :
106	20mm thick.
107	6 mm thick cement plaster to ceiling of mix 1:3 (1cement : 3-fine sand)
108	Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.
109	Making grooves as per design in plaster 10mm to 20mm wide.
110	Making of drip course (Tapka) in cement sand mortar 1:6 width upto 40 mm and 10 mm thick as per approved design
111	Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete
112	New Plastered Surface (three or more coats)
113	Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade including all scaffolding:
114	Two or more coats on new work including prepartion of base with primer, putty, lippy etc complete in all respect.
115	Finishing walls with textured exterior paint of required shade as per approved colour complete as per manufacturers specifications including primer coat and protecting coat including scaffolding and safety provision
116	Trowel Finish av. thickness 1000 to 1200 microns. New Work
117	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
118	Two or more coats on new work
119	Providing and fixing to existing door frames.
120	30mm thick factory made solid both side Pre laminated panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19mm x 19mm for stiles and 15x15mm top & bottom rails. M.S .frame shall have a coat of steel primers of approved make and manufacture M.S. frame covered with 5mm thick heat moulded PVC ‘C channel of size 30mm thickness, 70mm width out of which 50mm shall be flat and 20mm shall be tapered in 45 degree angle on either side forming stiles; and 5mm thick, 95mm wide PVC sheet out of which 75mm shall be flat and 20mm shall be tapered on the inner side to form top and bottom rail and 115mm wide PVC sheet out of which 75 mm shall be flat and 20mm shall be tapered on both sides to form lock rail. Top bottom and lock rails shall be provided either side of the panel. 10mm (5mm x 2) thick, 20mm wide cross PVC sheet shall be provided as gap insert for top rail & bottom rail. Panelling of 5mm thick PVC sheet to be fitted in the M.S. frame welded/ sealed to the stiles & rails with 7mm (5mm +2mm) thick x 15mm wide PVC sheet bending on inner side, and joined together with solvent cement adhesive. An additional 5mm thick PVC strip of 20mm width is to be stuck on the interior side of the ‘C Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacture’s specification & drawing.(For W.C.and bathroom door shutter).
121	Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.
122	Jhunjhunu / Jalore (Red/Choclate/Black/Pink Colour)
123	Above 3601 Cm2 Slabs
124	Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.
125	South Zed Black
126	Above 3601 Cm2 Slabs
127	Providing and fixing Granite stone slab mirror polished and machine edge cut in walls, pillars, steps, Shelves, Sills Counters, Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.
128	Rajasthan Black
129	Above 3601 Cm2 Slabs
130	Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.:All kinds of soil
131	Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide
132	Extra if square,rectangular hollow tubelar sections are used or grill made by flats only
133	Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
134	Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete.
135	Supply and fixing in cement mortar welded hand railing made out of MS round or square bars, flats etc. for staircase or verandah as per design complete in all respect (wooden or PVC hand railing to be paid extra) with priming coat of red oxide.
136	Extra for providing D type pipe head as top of hand railing
137	Providing and fixing 1st quality standard white, grey, ivory, fume red brown, light green, light blue and other light shades ceramic glazed vitrified tiles with water absortion less than or equal to 0.08% confirming to IS:13753 & IS : 15622 on walls, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in the white cement mixed with pigment to match the shade of the tile complete (excluding the cost of cement plaster on walls and pillar).
138	Size 600mm x 1200mm
139	Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled and glazed shutter 25 mm to 40 mm thick Wood panel grade I
140	Ivory coast wood grade I
141	Providing and fixing 150 mm wide sheet covering over expansion joints with iron screws as per design to match the colour / shade of wall treatment.
142	Extra for providing edge moulding to 15-18mm thick marble/ Granite/Kota stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge.
143	Granite/Kota Stone Work
144	Full Edge moulding
145	Filling of sunk portion of roof with earthen pots of required height including filling voids with 1:3:6 light concrete, using brick bats complete levelling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification.
146	Add extra for Square or Rectangular Pillars in Superstructre brick work up to five storey
147	Upto 45 cm length and two corners are free
148	S&f fixed wire gauge of stainless steel of 14 mesh x 24 gauge to the aluminium window by Aluminium beading 20x3mm with suitable screws not exceeding 150mm distance at all heights with all lead and lift with scafolding.
149	P/F wall mounted foldable hinged (Grab rail) size 750mm x 100mm (LxW) as approved design, made of 35mm stainless steel pipe having anti-bacterial Nylon surface with contour finish for better grip. Grab bar should be mounted on wall between height 200mm to 250mm from the top of W.C seat and extending 100mm to 150mm beyond the front of the W.C. Complete in all respect as per Harmonized guideline & Satisfaction of Engineer-in-Charge. Cera make (B2210108)
150	Steel work in built up tubular trusses including cutting, hoisting ( height upto 10 m)fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete.
151	Electric resistance or induction butt welded tubes.
152	Extra for hoisting and fixing for every additional one metre or part thereof beyond 10 mtr height.
153	Providing & Fixing Premium Quality white glazed vitreous china Sanitary Wares (IS:2556 Mark) of approved make as per direction of Engineer-in-charge including cutting and making good the wall and floor
154	W.C. orissa pan with 100 mm vitreous china P or S trap (Size 580x440 mm.)
155	Wall Mounting European type W.C.
156	Double Syphonic European W.C. with mounted W.V.C. flushing cistern of 10 litre capacity complete with all necessary internal fittings with Hydraulic seat cover.
157	Providing & Fixing premium qulaity W.V.C. Urinal Partition plate of size 630x315 m
158	Providing & Fixing premium qulaity WVC Wash basin with C.I. brackets duly painted & 32 mm C.P. brass waste coupling of approved make with PVC waste pipe complete
159	Size 550 mm x 400 mm dia for counter top.
160	P &F Premium quality Low level Flushing Cistern of 10 litres capacity (IS:2556 mark) of approved make as per Engineer-in charge with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS:1703 mark) complete including cutting and making good the wall :
161	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
162	Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern.
163	Providing & Fixing premium qulaity WVC Urinal with PVC waste pipe, dome couplings, concealed iron brackets or screws etc. complete.
164	Flat Back (large) or half stall size 590x375x390 mm.
165	P & F Premium quality water closet Seat Covers with brass hinges complete Solid PVC (ISI marked) grade-I White for EWC
166	P&F Looking Mirror 5mm thick of approved make with ornamental frame size 50x12 with 6mm Ply Board on Back Side Complete as per approved sample
167	P & F Grating of approved quality/make:
168	(-do-) Square 150 x 150 x 8mm. (Anti Cockroach)
169	P & F Kitchen & Lab. Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up-to floor level complete including cutting and making good the wall & floor :
170	1.0mm thick stainless steel AISI-304& IS 13983-1994 kitchen sink of approved make as per Engineer-in-charge with large waste coupling.
171	24 x 18 x 8 20x16x8
172	Providing and fixing Superior quality CPBrass fittings of approved make as per direction of Engineer-in-charge
173	Bib Cock with long thread 15 mm nominal size
174	Long body Bib Cock 15 mm nominal size
175	Sink cock with swinging casted spout (table mounted) 15mm nominal size
176	600 mm long towel rail
177	Soap dish
178	190 mm rain shower
179	Paper holder
180	Hand shower with 8mm dia 1mt long PVC tube & wall hook complete
181	JetSpray (Premium heavy Quality)as approved by Engineer in-Charge
182	P & F Inlet Connection (Angle Valves) Superior quality, of approved make, for Wash basin, Gyser etc.
183	---do--- with 60 cm long thread and nut
184	Providing and Fixing Unplasticized Poly Vinyl Chloride (UPVC) SWR Pipes Type B for sciland waste discharge system (IS:13592 : 1992 Marked) of approved quality /make
185	110 mm dia
186	Providing at site, lowering & laying in trenches, aligning & jointing of PVC-U pipes (SN 8) as per IS 15328 (amended up to date) and as per specifications with rubber rings with socket and spigot joint, (EPDM/SBR) for all depths for pipe length as per drawing and specification including hydraulic field testing (including the cost and conveyance of water to site for testing) and commissioning etc complete as directed by the item of manhole/inspection chamber shall not be payable. Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in
187	160 mm Nominal Dia
188	Providing & Laying C.C. 1:3:6 (Stone Agreegate 20mm nominal size) all around PVC Pipe including 7.5 cm thick bed concerte [Width & Height = Dia of Pipe in CM+15CM] excluding cost of Pipe & Excavation of trenches etc.
189	PVC pipe 110 mm dia
190	PVC pipe 160 mm dia
191	P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant:
192	Coupler (socket)
193	110 mm dia
194	Plain Tee
195	110 mm dia
196	Door Tee
197	110 mm
198	Bend 87.5
199	110 mm
200	Vent Cowel
201	110 mm
202	Pipe clip 110mm
203	110 mm
204	Multi floor trap
205	Gully trap 110 mm
206	Construction of manhole in all type of soil inner size 90 X 60 Cm. 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead.
207	Depth up to 0.5 M
208	Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr.
209	-do- size 600 x 450mm depth upto 0.5 M Cement cover with frame.
210	Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr.:
211	Size 300 Cm. dia outside & 300 Cm. depth .
212	Construction of septic Tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M-15 grade C.C floor & RCC slab covering with M15 grade c.c. floor, 50 mm thick stone slab partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos stone foot rests of approved design ,two No. 450 mm dia each Ferro cement cover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr:-
213	Size 400 x140x150 cm.(for 50 users) with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 10mm ϕ @15 cm c/c bothways including shuttering complete in all respect.
214	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1 metre spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge. (Internal work Exposed on wall)
215	25 mm nominal size
216	32mm nominal size
217	40 mm nominal size
218	50 mm nominal size
219	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.,)
220	15 mm nominal size
221	20mm nominal size
222	25 mm nominal size
223	32mm nominal size
224	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement , trenching refilling & testing of joints complete as per direction of Engineer in Charge.(External work).
225	32mm nominal size
226	40 mm nominal size
227	50 mm nominal size
228	P & F Full-way Valve (IS:778 Mark) or wheel valve of approved make :
229	(-do-) 20mm nominal bore.
230	(-do-) 32mm nominal bore.
231	P & F PVC Storage Tank ISI Marked (IS : 12701) indicating the BIS license No), of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design:
232	1000 (-do-)
233	5000(-do-)
234	Hoisting Charges for each floor :
235	For items 2.26.5 to 2.26.8
236	P & F Ball Cock (IS :1703 Mark) with Rod & P.V.C. Ball complete :
237	(-do-) wt.Not less than 800 gm, 32mm.
238	Providing & Fixing Premium quality Bottle trap internal portion 32mm, size 250mm long wall connection pipe & wall flange as per approved by Engineer in Charge.
239	P & F Towel Rail or Ring of approved quality/make:
240	C.P. Brass Towel Ring revolving type
241	P & F Liquid Soap Container with brackets complete of approved make:
242	P&F Divertors in water supply lines for walls, wash basin etc
243	P&F Sink Mixture of (Adjustable or Non Adjustable) Superior quality Swan Neck.
244	Supplying and Fixing of PN 16 Brass/GM Ball valves with screwed end, SS Ball including teflon tape etc. as required. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .
245	25 mm nominal dia
246	40 mm nominal bore
247	50 mm nominal dia
248	Supplying and Fixing of PN 1.6 Butterfly Valve (Wafer Type) with S.G Iron Disc and confirming to IS:13095 complete with 2 no. Matching Flanges (Minimum 16 mm thick), nuts, bolts, washers, gaskets, etc as required of following sizes. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .
249	65 mm nominal dia
250	100 mm nominal dia
251	Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :
252	25 mm nominal bore
253	Providing and erecting Drainage Spouts with 0.15m long GI pipe 150mm dia and GI bolt 10mm dia with Galvanised MS flat clamp complete as per drawing and Technical specification as per clause 2705 of MoRT&H specifications including all material, labour, machinery etc.
254	Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This included jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in-charge. External work
255	62.50mm nominal outer dia pipes
256	75 mm nominal outer dia pipes
257	Providing and fixing of Reinforced Ferro cement Drain cover designed for class \\"AA\\" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti- corrosive bitumen painted M.S. plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc.
258	for drain Opeining Size 300 to 450 mm Standard Drain Cover Size 600mm x 800mm x 75mm
259	Providing, lowering, laying, aligning, fixing in position and jointing in pipe line CI Kinetic Double Air Valves as per IS:14845 of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
260	100 mm dia
261	Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :
262	40 mm nominal bore
263	Constructing masonry Chamber 30x30x50 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for for Isolating Valve / garden hydrant, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 ( 1 cement : 5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick finished with a floating coat of neat cement complete as per standard design :
264	With bricks
265	Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated CI D/F Sluice valves of approved make (IS: 14846 amended upto date) PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.
266	80 mm nominal dia
267	100 mm nominal dia
268	Providing, lowering, laying, aligning, fixing in position at and jointing at all level/ depths ISI marked HDPE pipes of PE-100 grade & PN-6 for potable water as per IS 4984 (amended upto date) in trenches complete with all accessories like Bend, Tee, Reducer, Stub end, End cap etc including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately.
269	75 mm. OD.
270	90 mm. OD.
271	110 mm. OD.
272	Construction of brick masonry valve chamber for different type of valves with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand), wall 230 mm thick, top cover slab 150mm thick RCC M20 grade (1:1½:3 i.e. 1 Cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) with C.I. surface box with hinged cover 100x100x75mm (deep) including earthwork excavation, 100mm thick levelling course of PCC M10 (1:3:6 i.e. 1 Cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) including cost of steel reinforcement not less than 80kg per cum CC, form work, proper curing complete in all respect as per standard specifications and drawings and as directed by Engineer.
273	60cm x 60cm x 75cm (depth) for 80/100/125/150 mm dia valve
274	Supply and fixing of Fire Exit Door of Size 2 mtr L*2.4 Mtr H With Frame and Push bar Double Door Type. Including all required nacessary fitting & fixtures as per direction of engineer incharge .
275	Supply and fixing of CURVED “SELF SUPPORTED” SECRET FIX STANDING ROOFING SYSTEM IN 0.9 mm THICK AA 3004 ALUMINIUM ALLOY. The general roof-construction shall comprise from bottom to top:1) First Layer Steel liner -28-32/200-250 Galvalume steel liner sheet (GSM 150) 550 MPa, 0.5 mm TCT 1000 mm total cover width 35mm deep ribs spanning up to 1300 mm centres (multiple spans). The finish to the exposed surface of the liner will be polyester coating with film thickness of 23um +/-2 um.2) Second Layer Top Hats & Brackets- Top hat & brackets as required 1.6mm & 2mm thick galvanised steel hat section respectively.3) Third Layer - Single layer of scrim reinforced polyethylene or Aluminium foil in 150 g/m2 water vapour resistance .The VCL shall be of 180-200 Microns thickness.4) Fourth Layer Insulation - One layer of Rockwool/Glasswool insulation of 100mm thickness each minimum 64 kg/m³ rockwool/24 Kg/m3 (glasswool)density with thermal conductivity of K=0.035 W/mk at 20 degrees Celsius when tested to ASTM C518.5) Fifth Layer - Halters - Aluminium Halters/- in grade 6082 (T6), of suitable height with thermal barrier pads to be fixed to the sub purlins with SS 304 screws only.
276	6) Sixth Layer –Aluminum 65/400 Straight profile sheeting manufactured from aluminum self-supported standing seam roof system from aluminum alloy AA 3004 H44 (AlMn1Mg1) as specified in BS EN 1396: 2007 minimum material thickness of 0.9 mm and PVDF2 finish (standard colors) on the exposed surface. The profiled roof panel should have 24nos. of Micro ribs of height 1.5mm in between 3Nos of Mini ribs for extra strength Accessories, Fasteners. The material properties shall be as follows: Ultimate tensile strength: minimum 200 N/mm2, 0.2% Proof Stress: min 185 N/mm2, Modulus of elasticity: 70,000 N/mm2. Sheets are to be laid to meet the requirements of the building geometry and fixed on Aluminum Halters. Halters to be fixed to the top hat/purlins with SS 304 screws All installation is to be carried out by approved trained roofing installer. The roofing system provider should have both Factory Mutual (FM-4471) & UL Certification (UL-90). The Roofing system provider should have done testing for Water leakage ( Static & Dynamic ) and Air Infiltration test as per ASTM E 283-04,ASTM E330-02 (2010),ASTM E331-00, AAMA 501.1.05, AAMA 501.2-09 . All installation is to be carried out by approved trained roofing installer. The installation team shall be fully trained and approved by the supplier.Complete job in all respect as per approved design & drawing under approval of project consultant, appointed for the project & as per directions of Engineer-In-Charge.
277	Providing and Fixing of Multi cell Polycarbonate Panels 16mm thick with 5 cells - 6 walls structure over MS Supporting structures (paid separately). Panel Width shall be 600mm - 1040mm to ensure best performance for wind uplift. The panels shall be uniform in colour with an integral Microcell core with softlight/ Reflective finish to give diffused/optimum light. In a cross section, the core shall be constructed of microcells not exceeding 4mm x 4mm and shall be square/rectangular in appearance. Panels shall be coextruded with UV Protection layers having UV filtration of less than 0.1% as per UV filtration test AS No.1067-1990. The weight of the only panel shall not be less than 3250 gram per square meter. Panel shall have U value not more than 2.0 W/m2k (lower U Value would be preferred). Panel and system should pass impact and shock resistance tested for D1(Small Hardbody of 1KG Maas) -10j(Energy), M 50(Large Soft Body of 50KG Maas) -300J, (Energy), M 50 (Large Soft Body of 50KG Maas) - 400J (Energy). The panels shall have cold bending radius of minimum 3.2 meter. Panel should achieve minimum sound absorption level 19DB (Higher sound absorbtion would be preferred). Panel system shall have Vertical Standing Seam 15mm at both sides and snap-on connector to interlock the panels with a grip-lock 2 tooth locking mechanism to ensure maximum uplift capability. Panels shall be fixed on Purlins (paid separately) with special SS Expansion fastener with design load 5000 Newtons per expansion fastener and polycarbonate U/2 connectors. Panel system shall be sealed with additional Tape / End caps / Aluminium F and/or U Profile (mill finish) at the ends. Panel should pass through Sandbag impact test ASTM E 695-03 after 25,000 hours of environmental exposure and Hailstone impact test as per ASTM E 822-81. The panel system shall pass water penetration test ASTM E -331. The panel to have classification under B S1 D0 for reaction to fire as per test standard EN 13501 – 1:2002 tested by an independent, recognized testing laboratory. Panels shall have Yellowness Index as per ASTM D-1925; the change shall not be more that 10 points after 5 Years of exposure in comparison to original. The Colour of the panel shall change no more than 3 units as per ASTM D2244 after 5 Years of exposure in comparison to original. The Light Transmission of panels shall not change more than 10% after exposure of 5 years in comparison to original. The Panels shall be manufactured with approved quality assurance as per ISO 9001 & ISO 14001 and manufacturer should have successful project reference in Indian sub-continent at least 10 years old. Translucent polycarbonate system shall be manufactured by a company continuously and regularly employed in the manufacture of translucent systems using polycarbonate panel systems for a period of at least ten (10) years and the panels shall be warranted for ten (10) years. Complete job in all respect as per approved design & drawing under approval of project consultant, appointed for the project & as per directions of Engineer-In-Charge.
278	Following third party test certificates as per above specification to be submitted for approval to Engineer in Charge before supply of materials :1. UV Filtration Test, 2. U Value Test, 3. Impact & Shock Resistance Test, 4. Acoustic Performance Test , 5. Sand Bag Impact Test, 6. Hailstone Impact Test, 7. Water Penetration Test , 8. Reaction to Fire Test, 9. Yellowness Index Test, 10. Colour Change Test, 11. Light Transmission Test , 12 ISO 9001 & ISO 14001
279	Providing and Fixing Dholpur White / Mandana stone/ Gwalior mint stone base with white cement & Tinex chamical, & SS Clamp and Fastners (of approved brand) inclusive of moulding, carving, rubbing, polishing complet, laid and jointed with white cement slurry mixed with pigment to match the shade of the slab as per drawing attached with hairline joint at transition including rubbing, polishing and finishing, complete in all respect as per direction of Enginner & Architect with all lead & lift. The Stone measurement will be done of outer most dimension.
280	Stone work (machine cut edges) for Wall cladding/ Veneering work up to 10 m height with 20 to 30 mm thick Pink Sand stone (Bansi Paharpur) and backing filled with a grout of 12mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing by means of cramps which shall be paid separately)
281	Exposed face Machine cut
282	Providing and fixing Stone jali 50mm thick Red/Pink sand stone as per ornamental design to fixed with white cement/epoxy mortar including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade.
283	Providing and fixing stainless steel cramps of required size and shape for anchoring stone wall lining to the backing or securing adjacent stones in stone wall lining in cement mortar 1:2 (1 cement : 2 coarse sand) including making the necessary chases in stone and holes in walls wherever required.
284	Extra for stone work for wall lining on exterior walls of height more than 10 m from ground level for every additional height of 3 m or part there of.
285	Supplying and fixing machine cut dressed 75 mm Pink sand stone (Bansi Paharpur) dasa/ coping wth ornamental shape having moulding and \\"PAN Shape\\" engraving as per required pattern with engraving depth of 5 mm (average) in single piece of length 90 cm to be laid on cement mortar 1:4 (12 to 20mm thick) including pointing with admixture of pigment matching with the stone shade.
286	Providing and fixing 12MM toughened glass and staking with spider SS fittings & Weather proofing of glass panels using weather proof silicon (Dow Corny 789) complete in all respect as per drawings attached (Drg-7), as per direction of Engineer-in-charge and Architect with all lead and lift
287	Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc. for fixing required door fittings, as per the drawing attached (Drg 7) and complete in all respect as per direction of Engineer-in-charge (Door handle, lock and stopper etc.to be paid separately), with all lead & lift.
288	Providing and Fixing of Stone Chattris(Palki) of size (4X6X8 ) M in Bansipaharpur stone on 4 pillars of size 0.45M Dia. as per drawing including carving, cladding etc all including required DASA copings and all attached and fixing with SS clamps and fasterners with tenax chemical ,including Planning, developing, making base, carving work, polishing, all loading-unloading, transportation, scaffolding, hoisting, installation with all required T&P (including white cement, pigment, Chemical, SS clamps and fasteners of approved brand etc.), fixing over/on base/surface as per shape-size & placement of approved drawing , finishing, surface treatment etc. covering properly till the date of opening/inauguration of site etc. under the direction of engineer incharge and as per approval from Architect.
289	Providing and Fixing of Stone Chattris of size (1X1X1.5 ) M in Bansipaharpur stone on 4 pillars of size 0.45M Dia. as per drawing including carving, cladding etc all including required DASA copings and all attached and fixing with SS clamps and fasterners with tenax chemical ,including Planning, developing, making base, carving work, polishing, all loading-unloading, transportation, scaffolding, hoisting, installation with all required T&P (including white cement, pigment, Chemical, SS clamps and fasteners of approved brand etc.), fixing over/on base/surface as per shape-size & placement of approved drawing , finishing, surface treatment etc. covering properly till the date of opening/inauguration of site etc. under the direction of engineer incharge and as per approval from Architect
290	Providing and applying breathable, nonreactive, transparent, antifungal, UV resistant, alkaline stable, impregnable silane-siloxane or equivalent based water repellent coating on exposed absorbing substrate like stone surface/ concrete surface/ mineral painted surface / exposed brick surface / lime surface in two or more coats to give uniform finish surface in all heights, horizontal, inclined, vertical and on ceiling complete in all respect and making it complete waterproof as per direction of the Engineer-in charge
291	P & F lst quality WVC white sensor Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete make Kerovit/Jaquar/Cera or equivalent size 460x580x340
292	P & F European syphonic white one pieces S trap 220/300 mm rough in with PP thin rim seat cover including concealed cistern body with installation kit 10 liter capacityglazed vitreous china 1st quality including cutting and making good the wall and floor make Kerovit/Jaquar/Cera or equivalent size 520x360x360
293	P & F WVC wash basin white under counter 1st quality of approved make Kerovit/Jaquar/Cera or equivalent with C.I. brackets duly painted, 32 mm C.P. brass waste coupling of approved make, 25 mm G.I. waste pipe complete including cutting & making good the wall.: with all accessories size 540x420x150
294	Providing and fixing Superior quality (Jaguar, kerovit, cera Contiental or equivalent) CP Brass fittings complete as per direction of EI, Pillar Cock with auto closing system 15 mm nominal size I all accessoroies
295	Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.: All kinds of soil
296	Pipes cables, etc. exceeding 80mm dia but not exceeding 300mm dia.
297	SMARTFLOW HAND DRYER WHITE OF ABS MATERIAL
298	Providing and fixing of UPVC casement fully (french) open-able windows (outward / inward) : Frame made from the Extruded UPVC Windows profile section of size 60w X 60h mm having outer wall thickness of 2.5 mm (+/- 0.2mm) and 3 box multi-chamber constuction, White in finish, duly reinforced with 1.5 mm thick G/J/U/O TYPE GI section. All the four corners shall be mitered cut & thermal welded so as to form window frame. Frame shall be milled with drain and air equalizer hole in order to be water tight and for drainage of accumulated water, if any, to outer side. Fix Mullion made of 60w X 80h mm UPVC profile section with steel reinforcement shall be provided for the fix portion of the window and for the window area having 2 or more openable shutters / fix part as per the requirement. Frame shall have co-extruded EPDM/TPE-E gasket fitted in in-built groove of frame profile for proper air & sound insulation of the shutter.
299	Shutter: The shutter of outward openable window shall be made of size 60w X 74h mm and shutter of inward openable window shall be made of size 60w X 77h mm Extruded 3 box multi-chamber UPVC Window profile section of white colour having outer wall thickness of 2.5 mm (+/- 0.2mm) provided with reinforcement of 1.5 mm thick GI section duly mitered cut & thermal welded at all corners. shutter as well as fix part of the window shall be fitted with UPVC glazing bead of size 36 X 20 mm with inner and outer co-extruded EPDM/TPE-E Gasket.
300	Supplying and laying of 150 gsm Geotextile to cover the walls and base of drainage trenches with sufficient overlapping as per the direction of the engineer in charge.
301	Supply and laying of crushed stone chips, sharp and angular graded of size 6 to 12mm graded etc. Complete with a lead of 10km.
302	Supplying and laying of 100mm uPVC single wall Corrugated Perforated Pipe (As per ASIM, DIN & IS 9271:2004) for lateral subsurface drainage lines including all fittings ( as per IS:7834 / IS: 10124) and fixing using single and double ‘ Y’ joints and maintaining a spacing of 5 metres at one side of the main pipe preferably keeping uniform spacing for all alternate joints on the other sides of the main pipes and as per the direction of the engineer in charge.
303	P&F rigid PVC Pipe (IS:4985 mark) class II/ (4 Kg. /Cm2.) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant.
304	160 mm dia
305	Supplying and laying approved quality USGA Standard river sand at an uniformly compacted layer . Particles Size Distrbution of Root Zone Mix Sand should be as below:- Fine Gravel & Very Coarse Sand- 1.0-3.4mm Not more than 10% of the total particles in this range, Including a maximum of 3% fine gravel. Coarse sand & Medium Sand -0.25-1.0 mm- Minimum of 60% of the Particles must fall in this Range Fine Sand - 0.15-0.25 mm- Not more than 20% of the Particles may fall within this range Very Fine Sand & Silt - 0.002-0.15 mm - Not more than 5% Clay- Less than 0.002 mm - Not more than 3%
306	Supply of dry manure including loading unloading,transportation & stacking at site.
307	Neemcack
308	Supplying and laying Bermuda tifway 419 grass, cleaned to remove soil from the roots, washed with fungicides, from any approved source under monitoring of the curator in charge, Sprigging or dibbling Bermuda Tifway 419 variety grass in the outfield not more than 25 mm apart, thereafter continued monitoring and maintaining pest and disease free healthy turf growth, maintaining good color and texture, constant de-weeding , mowing, frequent top dressing with sieved sand to maintain the desired gradient the top surface with a minimum maintenance period of 75 days or till the grass becomes dense.
309	Supplying Black Cotton soil from local soil (Haryana/ Rajasthan border ) from a source approved by a BCCI certified curator.
310	Drying, breaking and sieving Black soil at 12 mm down size, second sieving at 4 mm down size at third sieving at 2 mm above size, separating 4 to 12 mm, 2 to 4 mm aggregates and 2 mm down size, properly stored in a dry place protected from rain and irrigation water and surface moisture. The work should be carried out as per direction of the curator in charge.
311	Excavation of earth measuring 30.48 m x 21.35 m x 0.25 m at the main ground for cricket pitch construction, dressing, neatly finishing the base following the desired gradient, fixing plywood of 400 mm height surrounding the pitch squares, laying 150 gsm geotextile in between pitch squares and the outfield as per direction of the engineer in charge.
312	Construction of two layer cricket pitches of 30.48 x 3.05 m x 250 mm sizes, maintaining 1% slope at the base from west side towards east direction, consisting a compacted and neatly finished drainage layer of 100 mm river sand and 250 mm ( dry) Black soil as supplied and sieved to 4 to 12 mm and finished at the final layer, laid in layers not exceeding 75 mm each, compacted in dry conditions with vibratory plate compactor, lightly scarified before adding next layers, neatly finished at the top maintaining 1% slope from west side towards east direction. (Direction of slope as per site)
313	Supplying and Dibbling Bermuda selection one grass sprigs 25 mm apart at 45 degree angle, free of roots, soil and leaves, washed with fungicides at the dry final surface of the pitch without creating any depressions or disturbing the surface level. Drenching Nuturf Folimax 0-22-42 immediately after dibbling and thereafter maintaining the pitch square for a minimum period of 3 months preferably Nuturf Folimax or equivalent standard imported turf grade liquid fertilisers and micronutrients with low salt index as approved by the curator in charge. Broadcasting any type of organic fertiliser or granular, water soluble fertilisers with high salt index will not be used.
314	Providing, fabricating, assembling and erection of pre stressed Special Architectural structure/membrane roofing structure of Tensile fabric TX – 30, Type - III fabric for opaque and translucent of 1050 GSM precontraint PVDF coated fabric from Serge Ferrari or equivalent brands. The membrane should confirm to the manufacturing standard of being pre stretched in both warp and weft direction during manufacturing to perform best dynamic stability in both wrap and weft direction with approved installers and Manufacturer for Architectural Roofing ,(Construction Catalysers/Ancon India/GrorichHorivert etc.) The fabric must be of HT polyester cables yarns 1100 Dtex coated with uniform 230 micron PVC coating over the polyester yarn. The surface coating ( top/back) cross link PVDF/PVDF Coated, Includes self – cleaning, anti-uv, anti-static,anti-mildew and excellent weathering resistance properties.
315	The dimensional stability of the fabric should be measured as per elongation test of 24h -10daN/5cm which should confirm <1%-<1% (EN 15977) and residual elongation should confirm <0.4%-<0.4% (EN 15977) ensuring dimensional stability in both warp and weft direction, coated fabric weight should be 1050 gsm ,Tensile strength of 5600 N/ 5 cm in Warp direction and 5600 N/ 5 cm in in weft direction and tear strength of wrap/weft direction800 / 650 N and with a Guarantee of 25yrs (with non depreciating guarantee for first three years) from the manufacturer, width of the fabric should be 178cm, Adhesion 120 N/5cm . Flame retardancy Bs2d0 -EN 1350-1, Quality in conformity with ISO 9001 with 25 years warranty from manufacturer.
316	The Membrane fabrication should confirm to standards of desired profile as per approved shop drawing including necessary designing with non-linear design software, seaming machine at least capacity from 20 kv to 25kv not including travelers seaming machine, CNC plotter & cutter machine for cutting of membrane pattern, swage end machine upto 30mm dia cables etc. The welding should be using High Frequency welding machine of minimum welding seam width with 50 mm. This work shall include CHS members of YST 310 Mpa, plates - YST 245 MPa, anchor bolt , nut and washer are to be HDG Gr.8.8, structure steel cables should be with class A HDG wire rope with minimum tensile strength of 1570 MPa and single construction, swagged cable end connectors.
317	All fabricated steel members should be zinc primer (DFT 50 microns minimum), top coat of HB epoxy paint (DFT 100 microns), top PU to coat (DFT 50 microns), over steel structure frames with all fittings and fixtures such as Stainless steel End Plate ,Shackles, Rigging Screws , Turnbuckles, swedge, fork, keder rods & galvanized MS strands with stainless steel end terminals asper Drawing / Detail & as per particular/ technical specifications and as per the directions of Engineer-in-charge and the submitted approved drawing.
318	The contactor shall provide original warranty certificate issued by his company with manufacturer warranty. Actual surface area of canopy end to end shall only be measured in square meter correct up to two decimal places.
319	(Rate includes cost of fabric, fabrication, laser / CNC, cutting of plates and pipes,sand blasting , epoxy coating. PU coating ,erection of steel structure (for Canopy Only), supply of fabric, accessories, cables, aluminium profiles, total station survey of structure, cutting pattern generation, plotting cutting, welding, packing, transportation, installation of fabric, etc . Tensile strength of 5600 N/ 5 cm in Warp direction and 5600 N/ 5 cm in in weft direction with 25 year diminishing warranty.complete in all respect as per direction of Engineer-In-Charge)
320	Cleaning of external surface of MS pipe with sand blasting and or abrasive blasting at factory/ site complete
321	Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.
322	On steel work
323	Providing and applying P.U. paint of apporved brand and manufature to even shade. Two or more coats on New works.
324	Spray painting in approved shade and approved quality with Duco paint of required colour to give even shade with two or more coats by compressor including sand papering, NC putty filler coat etc complete in all respect as per design given by Engineeer incharge on new work.
325	Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversioncomplete.[MoRTH specification : Clause 401]. By mechanical means. For Grading-III Material
326	Dry Lean Cement ConcreteConstruction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
327	Construction of un-reinforced , plain cement concrete pavement M30 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602.2.2 , coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a in fully automatic Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using Fixed Form Paver and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately).
328	Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc.
329	Good soil of earth
330	Supply of dry manure including loading unloading,transportation & stacking at site.
331	Farm yard manure(organic)
332	Supply of Chemical Fertilizers at store in bags weighing not less than 50 kg each including loading unloading & transportation
333	Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in :
334	Cement Mortar 1:6 ( 1-Cement : 6-Sand).
335	Providing & making artistic/heritage painting with the using oil paint/apex ultima or equivalent exterior paint having anti algal and dust pick up resistance with finish as per direction of Engineer in charge on wall faces/panels etc. with approved colour in following patterns including painting base works of required exterior paint in approved quality/brand:-
336	The Painting will be based on theme that is to made available by engineer in charge. As the work shall be at the level of similar to enclosed drawing “D”.
337	Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect including scaffolding and safety provision
338	New Work
339	Providing and applying superior quality emulsion for wall painting with Velvet touch/Royal paint etc of approved brand and manufacture to give an even shade with putty and preparation of surface applying with the help of paint roller the work complete in all respect as per direction of Engineer-in-charge.
340	New Work Three or More coat
341	Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks.
342	Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004
343	Add extra for different colour in top surface
344	Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand ) including making joints with without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete including painting etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineerin- charge).
345	Supplying and fixing of chain link fencing with angle iron posts 50x50x6mm placed at every 3 Mtr. apart 30cm in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner and every tenth post to be strutted with (50 x 50 x 6cm) angle iron provided and fixed and fitted with posts including earth work in excavation etc. complete with chain link size.
346	50mm x 50mm x 3.15mm
347	Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.
348	M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
349	Providing, fixing & Installation of Spectator Chairs in wall with Blow Molded Bucket, HDPE Material , Aluminium Pressure Die Cast Frame , Wall Mounted Stands , Powder Coated Frames , Water Drainage Facility , UV Protected Shells , Installation with M10x75mm Anchor Fastners Shell Size :- 450mm(W) x 520mm(D) x 390mm (H)
350	Providing, fixing & Installation of Spectator Chairs in wall with HDPE Blow Molded Seat , Seat Auto Tip Up , Common Armrest , Aluminium Pressure Die Cast Frame , Wall Mounted Stands , Powder Coated Frames , Water Drainage Facility , UV Protected Shells , Installation with M10x75mm Anchor Fastners , Shell Size (Back) :- 450mm(W) x 490mm(D), Shell Size (seat) :- 450mm(W) x 410mm(D)
351	Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task.
352	In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.
353	Depth upto 1.5 m
354	Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design :
355	Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
356	With bricks with class designation 75
357	Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg)
358	With bricks class designation 75
359	Extra for depth for manholes:
360	size 90 X 80 cm
361	With bricks class designation 75
362	size 120 X 90 cm
363	With bricks class designation 75
364	Providing and fixing square-mouth S.W. gully trap grade 'A'’ 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 :
365	100x100 mm size P type
366	With bricks class designation 75
367	Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating with frame complete as per standard design :
368	With bricks
369	Providing, fixing and constructing of pre-cast RCC M-40 grade circular manholes with internal dia 1.0m and up to specified depth having pre-cast RCC M-40 grade circular manhole cover frame (ID 0.56m, OD 0.92m), conical piece (top ID 0.56m, bottom ID 1.0m, vertical height 0.805m, wall thickness 125mm), and circular rings of required heights (ID 1.0m, height 150/225/300/600 mm, wall thickness 125mm) below conical piece as per required depth of manhole and having steel reinforcement in conical piece @ not less than 80 kg per cum of concrete, including cast-in-situ PCC M-10 grade (1:3:6) foundation of 1.625m dia and 150mm thickness, PCC M15 grade circular wall ID 0.925m, wall thickness 200mm, height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm (to flush the manhole frame with road top, height of wall can be increased but not more than 100mm), PCC M15 grade benching and channel portion and up to top level of sewer pipe etc complete with curing compaction and form work, supplying and fixing heavy duty SFRC manhole cover as per IS 12592 (Part I and II), supplying and fixing plastic encapsulated CI/MS foot steps / SFRC foot steps, including cost of shuttering, steel reinforcement, testing for water tightness etc. complete in all respect as per drawing, as per specification and the direction of the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately.
370	Pre-cast RCC M-40 grade circular manhole conical piece with inbuilt cover and frame (height 0.805), cast-in-situ PCC M-10 grade foundation, PCC M15 grade circular wall ID 0.925m, wall thickness 200mm, wall height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm, PCC M15 grade benching and channel portion. Depth of manhole shall be measured from top of manhole cover upto lowest invert of pipe. (Depth includes in the item = height of Conical piece + ID of Sewer pipe + 1 Wall thickness of pipe + 50mm)
371	Providing and fixing pre-cast RCC M-40 grade circular ring of ID 1.0m, wall thickness 125mm, height 150/225/300/600 mm for constructing extra depth of manhole beyond depth mentioned in item no-17.59.1 as per drawing.
372	Providing, fixing and constructing of pre-cast RCC M-40 grade circular manholes with internal dia 1.5m and up to specified depth having pre-cast RCC M-40 grade circular manhole cover frame (ID 0.56m, OD 0.92m), conical piece (top ID 0.56m, bottom ID 1.5m, vertical height 1.305m, wall thickness 125mm), and circular rings of required heights (ID 1.5m, height 150/225/300/600/900/1200 mm, wall thickness 125mm) below conical piece as per required depth of manhole and having steel reinforcement in conical piece @ not less than 80 kg per cum of concrete, including cast-in-situ PCC M-10 grade (1:3:6) foundation of 2.125m dia and 150mm thickness, PCC M15 grade circular wall ID 1.425 m, wall thickness 200mm, height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm (to flush the manhole frame with road top, height of wall can be increased but not more than 100mm), PCC M15 grade benching and channel portion and up to top level of sewer pipe etc complete with curing compaction and form work, supplying and fixing heavy duty SFRC manhole cover as per IS 12592 (Part I and II), supplying andfixing plastic encapsulated CI/MS footsteps / SFRC footsteps, including cost of shuttering, steel reinforcement, testing for water tightness etc complete in all respect as per drawing, as per specification and the direction of the Engineer. Note:- Excavation of earth work and road cutting for manhole will be measured and paid separately.
373	Pre-cast RCC M-40 grade circular manhole conical piece with inbuilt cover and frame (height 1.305), cast-in-situ PCC M-10 grade foundation, PCC M15 grade circular wall ID 1.425m, wall thickness 200mm, wall height equal to ID of sewer pipe + one wall thickness of pipe + 50 mm, PCC M15 grade benching and channel portion. Depth of manhole shall be measured from top of manhole cover upto lowest invert of pipe. (Depth includes in the item = height of Conical piece + ID of Sewer pipe + 1 Wall thickness of pipe + increased height of wall (if any) + 50mm)
374	Providing and fixing pre-cast RCC M-40 grade circular ring of ID 1.5m, wall thickness 125mm, height 150/225/300/600/900/1200mm for constructing extra depth of manhole beyond depth mentioned in item no-17.61.1 as per drawing.
375	Providing and making connection to the manhole/ road side chamber/ property chamber by cutting hole in wall, making good the same with brick work/ stone masonry work in cement mortar 1:4, plaster in cement mortar 1:3, encasement of pipe at manhole with 75mm thick M15 grade concrete etc complete as directed by Engineer.
376	Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths full round HDPE DWC (double wall corrugated) pipes of SN8 grade as per IS 16098 (Part 2) amended upto date in trenches in complete including all material, labour, sectional hydro testing (including the cost and conveyance of water to site for testing) and commissioning as per Technical Specifications, drawings and as per direction of Engineer. Note : E/w to be measured and paid separately. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.
377	200 mm ID
378	250 mm ID
379	300 mm ID
380	400 mm ID
381	Providing and laying plain cement concrete M15 grade (using mechanical concrete mixer) using 20mm graded hard crusher broken stone aggregate, laying in layers of not more than 15cm thick, for bedding having width = outer dia of pipe (Bc) + 200mm or 1.25Bc (whichever is higher), thickness below pipe = 0.25Bc or 100mm (whichever is higher) and haunching = 0.25Bc, for all type of pipes of following sizes, including compaction, curing, form work, etc complete as per drawing and/ or as directed by Engineer
382	200 mm internal diameter
383	250 mm internal diameter
384	300 mm internal diameter
385	400 mm internal diameter
386	Constructing providing and fixing of pre-cast RCC M-40 grade circular Road Side Inspection Chamber including earthwork with following dia and depth cylindrical piece with 100mm wall thickness, inbuilt 100mm thick base slab, inbuilt cover & frame on top, provision for 110mm OD in and out sewer connection with making proper inbuilt benching and channel with PCC M-15 grade including providing cast-in-situ 100mm thick base foundation of PCC M-10 grade, supplying and fixing circular precast SFRC Circular 300 / 450 mm dia manhole cover with frame MD-10 (as per IS-12592 amended upto date), including steel reinforcement minimum @ 80kg/cum, testing for water tightness complete in all respect as per drawing, specification and the direction of the Engineer.
387	Pre-cast Road side inspection chamber of 450mm dia (internal), 900mm depth and 750mm dia base foundation
388	Excavating trenches of required width for pipe cables, etc. including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr.: All kinds of soil
389	Pipes cables etc. not exceeding 80mm dia
390	Providing & Fixing of HDPE pipe Confirming to IS:4984:2021 for water supply suitable for submersible & jet pump with required fittings ie socket, elbows, tee etc. complete in all respect. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR .
391	for Horizontal installation
392	40 mm OD 4kg/ cm2
393	50 mm OD 4 kg/ cm2
394	63 mm OD 4 kg/ cm2
395	Providing & fixing of Gear Driven Rain gun sprinkler, grillo (Ajay (Indra)/Rain Bird/Premier-Full/ Part circle) with oscillating arm having radius of 41m and flow of 617lpm at an operative pressure of 5 kg/cm.sq, having 11/2\\" inlet. The body of sprinkler is made of aluminium alloy duty protected in its main parts by brass stainless steel and techno polymers. The sprinkler is equipped with Jet breaker and four different nozzles.
396	Providing and fixing of self closing spring loaded quick coupling 3/4\\" hydrant (Drip'n'Drip /Whethermetic/ Premier); made of Aluminium alloy doly procted ints main parts by brass stainless steel and techno polymors & having self closing thermoplastic hinged lid, anti rotating device and with requirew no. of 3/4\\" key for quick coupling hydrant made up of Aluminium alloy ;doly procted. An electro galvanized MS saddle with 3/4\\" G.I Riser with galvanized nut & bolts and parallel female thread (pressure tight) shall be used to connect the quick coupling hydrant to the pipeline.
397	Providing and fixing of Auto Flush Hot dip galvanised Screen filter 40m3/Hr confirming to IS 12785:1994 having inlet & outlets connections of 3\\", 2 pressure gauge ports of 3/4\\", 2\\" outlet for flushing of at bottom of filter & maximum working pressure of 14 bars with 2 Pressure Gauze (glycerine filled). 4\\" (0-10 kg/cm2). (Make – Drip 'n' Drip, AZUD)
398	P/F 20 Cum Gravel filter of GI with 20 nos mushrooms having gravel size 1-2mm & thickness 600 mm of mable chips with total quantity of 150.00 kg comprising with back wash assembly complete in all respect as per Drg. No. 11 & direction of engineer in charge (Neafime, NAAN HARVEL make)
399	P/F 20 Cum DISC FILTER of arcylic plastic body with 120mesh fine filter with 150 Disc's having back wash valve complete direction of engineer in charge (Neafime, NAAN HARVEL )
400	Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401.
401	For Grading I Material
402	Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.
403	By Mechanical Means with all lead
404	Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502
405	Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503.
406	Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504.
407	Bitumen (VG-30)
408	Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respects
409	for Grading-II(13 mm nominal size) Bitumen (VG-30)
410	Providing and laying Synthetic Athletics Track FULL PUR SYSTEM system including WA Standard markings on the surface all complete as per requirements/ specifications laid down by WA class -I certification and as per direction of the Engineer-in-charge.The offered product should be of European, Australian and American origin only.
411	(ii) High Stress Areas with a minimum thickness of 20 mm of finished Track Surface.
412	Providing and fixing Mandana Cobble Stone flooring work dressed stone 100mm thick in hound finished with pattern as per approved design over 25-50mm thick base in CM 1:6 incl. pointing with cement sand mortar 1:2 (1 Cement:2 sand)match the shade of stone with joint complete in all respect as per direction of engineer-in-charge & Architect with all lead & lift.
413	Providing and fixing Black Cadappa Cobble Stone flooring work dressed stone 100mm thick in hound finished with pattern as per approved design over 25-50mm thick base in CM 1:6 incl. pointing with cement sand mortar 1:2 (1 Cement:2 sand)match the shade of stone with joint as per direction of engineer-in- charge
414	Spreading of manure , good earth in required thickness (cost of manure and good earth to be separately )
415	S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along with ISI marked (IS:3419-1988) accessories as required in recess including cutting the wall, covering conduit and making good the same as required. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR: 25 mm
416	P & F 1.2mm thick M.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm, 12 mm dia rod fan hook with 100 mm length extended on each side . All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR Please Enable Macros to View BoQ information

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