Tender For Getting Item Wise Rates For Getting Construction Work Done. - Demolishing cement concrete manually including disposal of materialwithin 50 metres lead (Chapter- 17 Sl.No 1) 2 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. (Chapter- 17 Sl.No 2) 3 Demolishing R.B. 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- charqe.(Chapter- 17 Sl.No 3) 4 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal ofunserviceable material within 50 metres lead as per directionof Engineer-in-charge ln cement mortar.(Chapter- 17 Sl.No 6) 5 Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead Of area beyond 3 sq. Metres.(Chapter- 17 Sl.No 9) 6 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metles lead For thickness of tiles 10 mm to 25 mm.(Chapter- 17 Sl.No 14) 7 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead For thickness of tiles above 25 mm and up to 40 mm.(Chapter- 17 Sl.No 15) 8 Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground wlthin 50 metres lead.(Chapter- 17 Sl.No 21) 9 Dismantlling lnterlocking tiles tiles work in floors/Roads lald in dry sand including stacking with 50 metre lead for thickness of tile 60mm to Bomm(Chapter- 17 Sl.No 22) 10 USEABLE BRICK Class M-l50 (Chapter- 01 Sl.No 1a) 11 USEABLE Brick - Bats of O.B.B./150 BB(Chapter- 01 Sl.No 2c) 12 STONE BALLAST (Khera Thakur Quarry Bharatpur Rajsthan) 45-90 mm quaqe stone ballast.(Chapter- 1 Sl.No 3a) 13 CRUSHED STONE BALLAST/GRIT (Ghatri Quarry BharatpurRajsthan)45-63 mm quaqe stone ballast. (Chapter- 1 Sl.No 3b) 14 CRUSHED STONE BALLAST/GRIT (Ghatri Quarry BharatpurRajsthan)22.4-53 mm quaqe stone ballast. (Chapter- 1 Sl.No 3b) 15 CRUSHED STONE BALLAST/GRIT (Ghatri Quarry BharatpurRajsthan)stone Dust. C (Chapter- 1 Sl.No 3b) 16 GRIT {District Gwalior(MP) Quarry }(Berja,Chandrapura,Turak Pura,Parsen,Sumerpada Padampur Kheria, Bhileti & Bilara) District Bhind (M.P.)(Pali, Dirman & Piparsana) (Chapter- 1 Sl.No 3d)il) 10mm Gauge 17 I- Shaped Precast Interlocking Tiles(strength of 30MPa) at site (i) 60 mm thick (C) Rubber Moulded Grey (Chapter- 1 Sl.No 4A) 18 I- Shaped Precast Interlocking Tiles(strength of 30MPa) at site (i) 60 mm thick (D) Coloured Rubber moulded(Chapter- 1 Sl.No 4B) 19 I- Shaped Precast Interlocking Tiles(strength of 30MPa) at site( ii 80 mm thick (C) Rubber Moulded Grey (Chapter- 1 Sl.No 4B) 20 I- Shaped Precast Interlocking Tiles(strength of 30MPa) at site( ii 80 mm thick (D) Coloured Rubber moulded (Chapter- 1 Sl.No 4B) 21 I- Shaped Precast Interlocking Tiles(strength of 30MPa) at site 100 mm thick (C) Rubber Moulded Grey(Chapter- 1 Sl.No 4C) 22 Rubber Moulded Cement concrete Kerb stone M-20 Size 12x12 x6(Chapter- 1 Sl.No 4D) 23 Rubber Moulded Cement concrete Kerb stone M-20 Size 12x 16 x6 (Plain)(Chapter- 1 Sl.No 4D) 24 Rubber Moulded Cement concrete Kerb stone M-20 Size 12x 16 x6 (Designer)(Chapter- 1 Sl.No 4D) 25 Rubber Moulded Cement concrete Kerb stone M-20 Size 12x 18 x6 (Chapter- 1 Sl.No 4D) 26 COARSE SAND (Excluding Actual Bulkage)For Agra & Mathura District(Chapter- 1 Sl.No 6) 27 FINE SAND (Excluding Actual Bulkage) (l) Local Sand (Chapter- 1 Sl.No 7) 28 CEMENT (l) Portland Cement (J.P., A.C.C., Birla, J.K.) O.P.C(Chapter- 1 Sl.No 8) 29 CEMENT ( ll) Cement (P.P.C.) (Chapter- 1 Sl.No 8) 30 Green Net(Chapter- 1 Sl.No 44) 31 Tractor trolley with driver including P.O.L. (Chapter-2 Sl.No 25) 32 Tractor with water Tanker with driver including fuel & cost ofwater(Chapter-2 Sl.No 26) 33 J,C.B. Machine with driver including P.O.L.(Chapter-2 Sl.No 27) 34 Road Roller with driver including P.O.L.(Chapter-2 Sl.No 28) 35 Cartage of Ballast Kant(ar. Coal, Grit of Sandetc, includingloading and unloadrngBut excluding stackings on pucca roads(Chapter- 3 Sl.No 8) 36 Carrige of Ballast, Kankar, Coal, Grit or Sand etc. by head load up to 30 meters (01 Chain only) including loading & unloading but excluding stacking. (Chapter- 3 Sl.No 1.1) 37 Excavation in foundation in ordinary soil (Loam, Clay or Sand) lncluding lift upto 1.50 m and lead upto 3Om and including filling watering and ramming of excavated eafth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer ln- charge upto a distance of 30m from the foundation trenches. Mannual (Small work)(Chapter 4 Sl.No 1) 38 Earth work in cutting or in embankment in ordinary soil excavation to be in the form of a regular pits not exceeding 0.50m in depth and earth work in embankment to be in 20cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 m lift and 30m ]ead. The earth in form of cutting (b) to be used as spoil banks within 50m distance as directed by the Engineer-in-Charge. Mannual (Smallwork)(Chapter 4 Sl.No 3) 39 Sand filling in plinth including supply of necessary quantity of local sand from a distance not exceeding Kms from the site of work and including watering dressing etc. required for proper completion of work(Chapter- 7 Sl.No 6) 40 Providing and laying cement concrete in l:5:10 (1 Cemenl : 5 Coarse sand : 10 graded stone aggregate 40 mm nominal size) and curing complete, lncluding cost of form work. in Foundation and floors(Chapter- 5 Sl.No 1) 41 Providing and laying cement concrete in 1:4:8 (1 Cement:4 coarse sand :8 graded stone aggregate 40 mm nominal size) and curing complete, lncluding cost of form work. in Foundation and floors(Chapter- 6 Sl.No 2) 42 Providing and laying cement concrete in 1:2:4 (1 Cement : 2 coarse sand :4 graded stone aggregate 20 mm nominal size) and curing complete, lncluding cost of form work. ln Foundation and floors.(Chapter- 6 Sl.No 6) 43 Providing and laying cement concrete in 1:1.5:3 (1 Cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) and curing complete, lncluding cost of form work. ln Foundation and floors.(Chapter- 6 Sl.No 7) 44 RCC work Providing and laying in position specified grade of reinforced cement concrete , including the cost of centering, shuttering, finishing and excluding reinforcement - All work up to plinth leuel:1:2:4 (1 cement: 2 coarse sand :4 graded stone aggregate 20 mm nominal size)(Chapter- 5 Sl.No 8) 45 RCC work Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and excluding reinforcement - All work trp to plinth level : 1:1.5:3 (1 cement:1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Ch-5 SI No- 9) 46 RCC work Providing and laying in position specified grade of reinforced cement concrete,Slab including thecost of centering, shutterang, finishing and excluding reinforcement - Above plinth level upto fifth floor lable : 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone Ch-5 SI No- 10) 47 Reinforced cement concrete work in walls (any thickness), including attachedpilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abulments, posts and struts etc. including cost of centering, shuttering, finishing and excluding reinforcement:1:1.5:3 (1 cement: 1.5 coarse sand ;3 graded stone aggregate 20 mm nominal size)upto plinth level Ch-5 SI No- 11) 48 Reinforced cement concrete work in beams, suspended floors, roofs having balconies, shelves, chajjas, bands, staircases and spiral stair cases above plinth level up to floor five level, including the cost of centering, shuttering, finishing exlcuding reinforcement, with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-lll) : 3 graded stone)(Ch-5 SI No- 12) 49 Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying and including the cost of centering, shuttering, finishing but excluding reinforcement, including admixtures in recommended proporlions as per lS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable / recoverable separately).(Ch-5 SI No- 16) 50 Class-150 (Non Modular) brick work in 1:6 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work(Ch-6 SI No- 1) 51 Class-150 (Non Modulao brick work in 1 :4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for propercompletion of the work(Ch-6 SI No- 2) 52 Class-150 (Non Modula0 brick work in l :3 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for propercompletion of the work(Ch-5 SI No- 4) 53 Class-150 (Non Modulao brick work in 1 :4 cement and Coarse sand mortar in foundation and plinth including supply of all materials, labour and T&P etc. required for proper completion of the work Add extra to ltem No. 1 to 4 above for super structure above plinth level upto floor five level including necessary cutting and moulding of brick work as required and also including honey combed brick work in thickness of wall more than12cm(Ch-5 SI No- 2+5) 54 Providing and laying damp-proof course 40 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size)(Ch-7 SI No- 1) 55 Pro/iding and fxing lSl marked flush door shuttersonforming lo lS : 2202 (Part l) decorative type, core of block board construction with frame of 1 st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters.including lsl marked Stainless Steel butt hinges with necessary screws. (Excluding cost of Flttings)(A) 35 mm thick(Ch-9 SI No- 1) 56 Providing & Fixing 1.00mm thick decorative high pressure laminated sheet of plain / wood grain in gloss / matt / suede finish with high density protective surface layer and reverse shde of adhesive bonding quantity conforming to lS : 2046 Type S,including cost of adhesive of approved quality. (l.50mm thick)(Ch-9 SI No- 6) 57 Fixing chowkhats in existing opening including embedding chowkhats in floors or walls cutting masonry for holdfasts, embedding hold fasts in cement concrete blocks of size 15 x]0 x 10 cm with cement concrete 1:3:6 (1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size), painting two coats of approved wood preservative to sides of chowkhats and making good the damages to walls and floors as required complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in- Charge.(Ch-9 SI No- 7) 58 Provdmg and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber /neoprene gasket etc. complete as per (Cost of aluminium snap bead:ng shall be paid in basic item):With float glass panes of 4.0 mm thickness(Ch-9 SI No- 9) 59 Structural steel work in single section, fixed with or withoul connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.(Ch-10 SI No- 2) 60 Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete(Ch-10 SI No- 3) 61 Providing & fixing stainless steel (Grade 304) raiding made of hollow tubes channels plates etc. including welding grinding, buffering polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolt complete, i/cfixing the railing with necessary accessories and stainless steel dash fasteners stainless steel bolts etc, of required size on the top of the floor or the side of slab with suitable arrangement as per approval of Engineer in-charge, (of payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 62 Providing corrugated G.S. sheet roofing including vertical /curved surface fixed wit polymer coated J or L hooks, bolts and nuts B mm diameter with bitumen and G.l. limpet washers or with G.l. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/n vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required0.63 mm thick with zinc coating not less than 275 gm/ m(Ch-11 SI No- 3iii) 63 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed wit polymer coated J or L hooks, bolts and nuts B mm diameter with bitumen and G.l. limpet washers or with G.l. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/n vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required 0.80 mm thick with zinc coating not less than 275 gm/m(Ch-11 SI No- 3ii) 64 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed wit polymer coated J or L hooks, bolts and nuts B mm diameter with bitumen and G.l. limpet washers or with G.l. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/n vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required 1.00 mm thick with zinc coating not less than 275 gm/m?(Ch-11 SI No- 3i) 65 Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer- in-charge) 0 50 mm (+ 0.05 %) total coated hickness with zinc coating 120 grams per sqm as per lS: 277, in 240 mpa steel grade, 5-7 icrons epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge, The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.(Ch-11 SI No- 11) 66 Providing and fixing false ceilings at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheeis and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as pet lS .277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at 1200 mm centre to centre, one flange llxed to the ceiling with dash fastener 12.5 mm dia x 50mm long with 6mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger lixed with intermediate G.l. channels 45x15x0.9 mm running at the spacing of 12OO mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of B0 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.l. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G l wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section anderimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board withecommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturers speciflcation and also including the cost of making openings for light fjttings, grills, diffusers,cutouts madewith frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with :12.5 mm thick tapered edge gypsum plain board conforming to lS: 2095- (Part l) : 2011 (Board with BIS Certification marks)(Ch-12 SI No- 8) 67 Providing and fixing tiled false ceiling of specilled materials of size 595x595 mm in lrue horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanlzed @ 120 grams/ sqtn, 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 lo 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 serviceslike diffusers, grills, Iight fittings, fixtures, smoke detectors etc. Main T runners to be suspended from ceiling using Gl slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm Gl adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of 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. Gl Metal Ceiling Lay in plain Tegular edge Global white color tiles of size 595x595 mm, and 0.5 mm thick with 8 mm drop; made of G lsheet havingalvanizing of 100 gms/sqm (both sides inclusive) and electro statically polyester powder coated of thickness 60 microns (minimum), including factory painted after bending.(Ch-12 SI No- 10) 68 12mm cement plaster with cement mortar in proportion of l:4 cement & coarse sand of single coat for interior plastering upto flool two level including internal rounded angles chamfers, and rounded angles not exceedlng 80mm. ln girth and finished even and smooth.(Ch-13 SI No- 1) 69 6mm Celling plaster 1:3 (1 cement : 3 fine sand) cement & fine sand in F.lvl. not less than 1.25, 1:3 including chiping of RCC surface before ceiling plaster. The cost of including all material, labour T&P and scafolding etc.(Ch-13 SI No- 13) 70 Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer- in-Charge.With cement morta|l:4 (1 cement : 4 flne sand(Ch-13 SI No- 13) 71 Cement concrete flooring 1 2:4 (1 cement : 2 coarse sand i 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 25 mm thick with 12.5 mm nominal size stone aggregate(Ch-14 SI No- 5) 72 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate(Ch-14 SI No- 6) 73 S/F Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). including 50mm thick base with concrete 1:4rB complete as per E/l(Ch-14 SI No- 9) 74 Marble stone flooring with 20 mm thick marble stone, as per sample of marble approved by Engineer-in-charge, over 20 mm (average) thick base of coment mattar 1:4 (1oement: 4 coarse sand) lald and jointed wlth grey cement slurry, including rubbing and polishing complete with For Marble white Dhungriquality (Ch-14 SI No- 9) 75 Kota Stone slab flooring 20 mm (average) thick base aid over and joinied with grey cement slurry mixed wiih pigment to maich the shade of the slab, includlng rubbing and polishing complete with base of cement mortar 1 :4 (1 cement:4 coarse sand) :25 mm thick (Ch-14 SI No- 12) 76 Providing and laying vitrified floor tiles with lean concretsof 5oox5oomm sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to lS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1 cement: 4 coarse sand) and 75mm base concrete 1:4:8 jointing with grey cement slurry @ 3.3 kg/ sqm ncluding grouting the joints with white cement and matching pigments etc., complete (Ch-14 SI No- 20) 77 Providing and laying floor tiles without lean concrete of 5OOx5OOmm sizes (thickness to be speclfied by the manufactureo wlth water absorption less than O.O8% and conforming to lS; 15622, of approved make, ln all coloLrrs and shades, l6id on 20mm thick cement mortar 1i4 (1 cement:4 coarse sand) and jolnting with grey cement slurry @ 3.3 kg/ sqm including grouiing the joinis with white cement and matching pigments etc, complete(Ch-14 SI No- 22) 78 Providlng and laying Polished Granite ,et Black stone flooring in req0ired design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry andpointing with white cement sl urry admi)ied with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge(Ch-14 SI No- 22) 79 Stone work (machine cut edges) for wall llning etc. (veneer work) upto10 metre height, backing filled with a grout of avercge 12 mm thick cement mortar 1:3 (1 cement : 3coarse sand) including polnting in white cement mortar 1:2 (1 white cement r 2 stone dust) wlth an admixture of pigment matching the stone shade: (To be secured to the backing and the sides by means of cramps and plns which shall be paid for separately) Red sand stone - exposed face flne dressed with rough backing. 30 mm thick(Ch-14 SI No- 22) 80 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer including cost of all materials, labour T&P etc required for proper completion ofwork.(Ch-15 SI No- 2) 81 Finishing waLls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm) supply of all labour material and T&P requlred for proper compLetion of work.(Ch-15 SI No- 2) 82 Finishing walls with Acrylic Smooth exterior paint of required shade ; New work (Two or more coat applied @ 1.67 llth) sqm over and including priming coat ofexterior primer applied @ 2 20 kg/10 sqm) supply of all labour material and T&P required for proper completion of work.(Ch-15 SI No- 5) 83 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/l0 sqm over an under coat of primer applled @ O.80 ltr/10 sqm of approved brand and manufacture. supply of all labour material and T&P required for proper completion of work(Ch-15 SI No- 6) 84 Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. supply of all labour material and T&P required for proper completion of work(Ch-15 SI No- 22) 85 Distempering with 1st quality acrylic distemper, having VOC (Volatile organic Compound ) content less than 50 grams/ litre, of approved brand and manufacture, including applyingadditional coats wherever required, to achieve even shade and colour. Two coat including the cost of all material, labour, T&P etc. complete.(Ch-15 SI No- 24) 86 Removing dry or oil bound dislemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete..(Ch-15 SI No- 24) 87 Colour washing such as green, blue and other coloures or buff to give an even shade New work colour washing (two coats) with a base coat of white washing with limes including cost of all T&P other complete work(Ch-16 SI No- 3) 88 White washing with lime on undecorated wall surfaces (Three or more coats) to give an even shade including thoroughly brooming the surface to remove all dirt, dust mortar drop and loose scales of lime wash and other foreign matter(Ch-16 SI No- 2) 89 Providing and fixing Red Sand stone jali 40 mm thick throughout in cement mortar 1r3 (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, jali slab without any chamfers etc.(Ch-18 SI No- 4) 90 Stone work (machine cut edges) for wall lining etc. (veneer work)upto 10 metre height, backing filled wilh a grout of average 12 mm thick cement mortar 1:3 (1 cement: 3 coarse sand) including pointing in whiie cement mortar 1:2 (1 white cemenl :2 stone dust) with an admixture of pigment matching the stone shade )to be secured to the backinq and the sides !y means of cramps and oins which shall be paid for 99!!I4!9UI Red sand stone - exposed face fine dressed with rough backing. 30 mm thick.(Ch-18 SI No- 7) 91 Providing and Iaying NP-3 pipe RCC concrete pipe for culvert on first class in slngle row including fixing socket with cementmortar l:2 but excluding excavation, protection works backfilling, concrete and masonry works in head walls and parapets Clause 2900(a) 350mm dia .(Ch-20 SI No- 10) 92 Providing and Iaying NP-3 pipe RCC concrete pipe for culvert on first class in slngle row including fixing socket with cementmortar l:2 but excluding excavation, protection works backfilling, concrete and masonry works in head walls and parapets Clause 2900(b) 600mm dia .(Ch-20 SI No- 10) 93 Providing and Iaying NP-3 pipe RCC concrete pipe for culvert on first class in slngle row including fixing socket with cementmortar l:2 but excluding excavation, protection works backfilling, concrete and masonry works in head walls and parapets Clause 2900(c) 900mm dia .(Ch-20 SI No- 10) 94 Providing and Iaying NP-3 pipe RCC concrete pipe for culvert on first class in slngle row including fixing socket with cementmortar l:2 but excluding excavation, protection works backfilling, concrete and masonry works in head walls and parapets Clause 2900(d) 1000mm dia .(Ch-20 SI No- 10) 95 Providing and Iaying NP-3 pipe RCC concrete pipe for culvert on first class in slngle row including fixing socket with cementmortar l:2 but excluding excavation, protection works backfilling, concrete and masonry works in head walls and parapets Clause 2900(e) 1200mm dia .(Ch-20 SI No- 10) 96 Providing and Iaying NP-3 pipe RCC concrete pipe for culvert on first class in slngle row including fixing socket with cementmortar l:2 but excluding excavation, protection works backfilling, concrete and masonry works in head walls and parapets Clause 2900(f) 1400mm dia .(Ch-20 SI No- 10) 97 Laying NP- pipe RCC concrete pipe for culvert on first class in single row includ ng flxing socket with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2900.(a) 350mm dia .(Ch-20 SI No- 11) 98 Laying NP- pipe RCC concrete pipe for culvert on first class in single row includ ng flxing socket with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2900.(b) 600mm dia .(Ch-20 SI No- 11) 99 Laying NP- pipe RCC concrete pipe for culvert on first class in single row includ ng flxing socket with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2900.(c) 900mm dia .(Ch-20 SI No- 11) 100 Laying NP- pipe RCC concrete pipe for culvert on first class in single row includ ng flxing socket with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2900.(d) 1000mm dia .(Ch-20 SI No- 11) 101 Laying NP- pipe RCC concrete pipe for culvert on first class in single row includ ng flxing socket with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2900.(e) 1200mm dia .(Ch-20 SI No- 11) 102 Laying NP- pipe RCC concrete pipe for culvert on first class in single row includ ng flxing socket with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2900.(f) 1400mm dia .(Ch-20 SI No- 11) 103 Construction of un-reinforced, plain cement concrete pavement thickness as per disign, over a prepared sub base with 43 grade cement or any other type as per Clause 1501 .2.2 M-30 (Grade), coarse and fine aggregate conforming to lS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thickpolythene film wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needte, screed and plate vibrators and finished in continuous operation including provision of contraction, expansion, construction and constructionl joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures aspproved, curing of concrete slabs for 14 days, curing compund (wherepecified) and water finishing to lines and grade as per drawing andechnical specification clause 1501 . (For Agra) .(Ch-20 SI No- 12) 104 Construction of un-reinforced, plain cement concrete pavement over a prepared sub base with Approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to lS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of cont action, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, curing compound, finishing to lines and grades as per drawing For Agra .(Ch-20 SI No- 14) 105 Supply & Laying of I shaped (Zigzag) precast lnterlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50k9) lncluding 0.30mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work.60 mm (Rubber molded Grey) .(Ch-20 SI No- 16) 106 Supply & Laying of I shaped (Zigzag) precast lnterlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50k9) lncluding 0.30mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work60 mm (Rubber molded Coloured).(Ch-20 SI No- 16) 107 Supply & Laying of I shaped (Zigzag) precast lnterlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50k9) lncluding 0.30mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work 80 mm (Rubber molded Grey) .(Ch-20 SI No- 16) 108 Supply & Laying of I shaped (Zigzag) precast lnterlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50k9) lncluding 0.30mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work 80 mm (Rubber molded Coloured) .(Ch-20 SI No- 16) 109 Supply & Laying of I shaped (Zigzag) precast lnterlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50k9) lncluding 0.30mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work 100 mm (Rubber molded Grey).(Ch-20 SI No- 16) 110 Supply & Laying of I shaped (Zigzag) precast lnterlocking tiles of thickness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50k9) lncluding 0.30mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work 100 mm (Rubber molded Coloured) .(Ch-20 SI No- 16) 111 Scarifying existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lift and leads upto 1000 m as per Technical Specification Clause 305.4.3.(Ch-20 SI No- 24) 112 Providing and fixing 1.2 metres hgh Gl barbed wire fencing with 1.8 m angle iron posts 50 mm x 50 mm x 6 mm placed every 3 metres center to center founded in lvl15 grade cement concrete, 0.6 metre below ground level, every 15th post, last but one end post and corner post shall bestrutted on both sides and end post on one side only and provided with I horzontal lines and 2 diagonals inteMoven with horlzontal wires, fixed with Glstaples turn buckles etc. complete as per clause 817 as per direction of Enginee-in- Chargos lVloRTH Standard Data book. G.l Barbed Wire Fencing 1.8 Metre High.(Ch-26 SI No- 15) 113 Road Delinator Delinealor Supply & Fixing of M S DeLineator made of llild steel with pllre polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for prolectlon against corlosion The surface should be concealed so that there shoLrld not be any exposed surface wilhout powder coating. Alternatively, these metal guide poLes can be concealed with thermoplastic body. The posts shall have lan ellipsoidal or circular design wilh the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground Mild steel Guide Poles shall conform to Type Xl sheeting specifications as per lRC67 and AST II D4956 which would ensure to obtainl clear visibility of the road alignment during nighl time. The Relro reflective sheeting shall be tested for A certificale of having the sheeting tested for coefficienl of retro reflection, daytime colour and luminance, shrinkage, flexibility, Iiner removal, adhesion, impact resistance, specular gloss and fungus resislance, 3 years outdooaweathering and ils having passed these tests shaLl be obta ned from lernational/Government Laboratory / lnslitute by the manufacturer of the sheeinq and in case the cerliflcate is obtained from international condition, it should also be obtained from lndian condillon within 3 years of launching ofproduct by the manufaclure in abroad. Alternatively, a certillcate conforming to ASTlvl Specification (D4956 09) on adficial accelerated weatherlng requirements from a reputed laboratory in lndia can be accepted prov sionally. ln such a siluation, the Employer / Clienl, if so desires, coLlld seek for a performance guarantee which would be released alter receipt of certiflcate meeting the requ rement of three years outdoor wealhering of the sheeting as per IRC 67:2012 & Proof of the same Report shaLl be uploaded which quoting tender. The rate shall include all materials, labour. T&P, transportation, installation and incidentals all complete as per d recllon of the Engineerin- Charge(Ch-28 SI No- 1) 114 Road Marking with Hot Applied Thermoplastic Compound with Reflectorislng Glass Beads on Bituminous Surface.Providing and laying of hot applied lhermoplastic compound 2.5 mm thick lncluding reflectorising glass beads 0? 250 grns per sqm area, thickness of 2.5 mm is excluslve of surface applied glass beads as per lRCi35-2015 The flnished surface to be level. un form and free from slreaks and holes(Ch-28 SI No- 2) 115 Road Marking with Hot Appliod Ths.moplastic compound with Roflsctorlsing Glass Boads on Bituminous Surface. (Ropoated / Tranvers bar) Providing and laying of hot applied thermoplastic compound 5 mm thick lncludlng reflectorising glass beads 0) 5oo gms per sqm area, thickness of 5mm is exclusive of surface applied glass beads as per IRC:35-2015 The llnished surface to be level, uniform and free from streaks and holes.(Ch-28 SI No- 3) 116 Reflective Raised Pavement Markers (Cat Eye/ Road Stud)Supply and flxing of raised pavement marker with Made of Plastic body of RPIMi Road Stud shall be moulded from ASA (Acrylic Styrene Acrylonitrile) or HIPS (High-lmoact Polystyrene) or Acryloniilrile Butadien Styrene (ABS) or Any oiher suitable malerial approved by the Engineer. The Marker shall support a load of 13,635 kg tested in accordance with ASTM D4280.The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the lighl entring the lens face. Lenses shall be mouled of methyl melhecrylate conforming io ASTM D78B of equivalent The slop or retro-relecting surface shall preferably be 35+1-5 degree to base and the area of each relro _reflecling sllrface shall not be less than 13.00 sq.cm the marker height shall not be less lhan 10 mm and shall nol exceed 20 mm & Width shall not exceed 130 mm. The base of the marker shall be flal within 1.3 mm all road studs shall be legibly marked wilh the name , lrade or other means of identification of the manufacture. epoxy lnslallations, excess adhesive around the edge of the malker, excess adheslve on the pavemenl and adhesive on the exposed surfaces of the markers shall be immedialely removed. The contractor shall submit a two year warranty for sal sfactory lleld peformance including stipulated retro-refleclance of the reflecting panel , to the Engineer . ln addition a two year warranty for salisfactory infield perfonnance of the finished road marker shall also be given by lhe conlractor who carries out the work of fixing of reflective road markers. ln case the markers are displaced , damaged . gel worn out or lose their reflectivity compared lo stipulated standards , the contractor would be reqLllred to replace allsuch markers within 15 days ofthe inlimation from the Engineerat his own cost The rate shall include all materlals, labour, T&P, transportalion, insiallation and incidentals all complete as per direction of the Engineer-in-ChargeRPM (with shank)(Ch-28 SI No- 5) 117 Linear Dstinoator Systsm (LDs) Supply & fixing of Linear Delineator System (LDS) panels made of Micro Prismatic Retro Reflective sheeting type Xl duly laminated on thin aluminium foil to a unique corrugated shape to provide Retro Reflection across wide range of observaiions and external angles. Eatch LDS panel should be of nominal lenglh of 33 inch and each ridge shall be approximately 0.34 inch high Each LDS panel is to be firmly fixed on existing concrete/brick work with 16Nos fastner/ screw(Ch-28 SI No- 9) 118 Retro-Roflectivesheeting type-lv with 4 mm thick ACM Single Side Providing & flxing of reflective signs with a corrosion resistant 4 mm thick wlth 0.4 to 0.5 mm both side aluminium skin aluminium composite panel lace to be iully covered with Hlgh lntenslty prlsmatic sheetlng type lV as per IRC-6712012 relro refleclive sheeling with back frame MS angle of 35x35x5 mm. Legends , letters , numerals and borders elc shollld be as per MoRTH speciflcation No BO1.3.7 .The sheelng shall have a pressure - sensltive adhesive of the aggressive - tack type requiring no heat , solvent other preparation for adhesion 10 a smooth clean surface, in a mannerecommended by the sheeting manufacturer. The ACIM (Aluminium Composite Materials) shalL be flxed on the Back frame NIS Angle wiih riveting. Micro prismalic type lV Retro rellective sheeting conilrming 1o ASTM 04956-09 shall be Pressure lixed. The Retro reflective sheeting shall be tested for a cerlillcate of having the sheeting tesled for coetllcient of retro refleclion, dayume colour and luminance, shrinkage, flexibilily, liner Iemoval, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed lhese lesls shall be obtained fromnlemational/Government Laboratory/ lnstitute by the manufacture. of the sheetng and in case the certiflcate is oblalned from international condilion, t should also be obtained from lndian condilion within 3 years of launching of producl by the manufactllre in abroad. Alternalively, a cerliilcate conforming to ASTM Specification (D 4956-09) on artiilcial accelerated weathering requirements from a reputed laboratory in lndia can be accepted provisionalLy. ln such a situation, lhe Employer/Client, ifso desires, could seek for a petlotrnance guarantee which would be released after receipt of certiflcate meeting the requirement of lhree years outdoor wealhering of the sheeting as per IRC 67:2012 & Proof of the same Repo.t shall be upLaded whlch quoting tender. The rate shall include all materials, labour, T&P, lransportation, installation and lncidentals all complete as per direction of the Eng neer-in-Charge.(Ch-28 SI No- 10) 119 Retro-Reflectivesheeting typeJV with 4 mm thjck ACM Double Side:Providing & fixing of reflective signs wilh a corrosion resistant 4 mm lhlck with 0.4 to 0.5 mm both side aluminium skin alumlnium composite panel face to be fully covered with High tntensity prismaiic sheeling type lV as per IRC-67:2012 retro reflective sheeting with back frame MS angle of 35x35x5 mm Legends letters , numerals and borders elc should be as per MoRTH specification No- 801.3.7 The sheeting shall have a pressure - sensitive adhesive of the aggressive - tack type requiring no heai, solvent olher preparation for adhesion to a smooth clean surface, ln a manner recommended by the sheeling manufacturer. The ACN,4 (Aluminium Cornposite l,4aterials) shall be ilxed on the Back frame MS Angle with nveling. Micro prismatic type lV Retro refleclive sheeting conflrming io ASTM D4956-09 shall be Pressure llxed. The Reko reflective sheeling shall be tesled for a cedificate of having the sheeting tested fr coemcient oI reko reflection, daytime colour and luminance, shrinkage flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resislance, 3 years outdoo weatherlng and its having passed these tests shall be obtained from lnternallonal/Government Laboratory/ lnstitute by lhe manufacturer of lhe sheeting and in case the certificale is oblained from international condition it should also be obta ned from lndian condilion wilhin 3 years of launching of product by the manufacture in abroad. Alternatively, a certilicate conforming 10 ASTM Speciflcatlon (0 4958-09) on aatiflclal accelerated weathering requirements from a reputed laboratory in lndia can be accepled provisionally. ln sllch a situation, the Employer/Client if so desires, could seek for a performance guarantee which would be released afler receipl of cerlillcate meeting the requirement of lhree years outdoor weathering of the sheeling as per IRC 67i2012 & Proof of the same Repofl shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, transportation, installalion and incidentals all cornplete as per dlreclion of the Engineer-in-Charge.(Ch-28 SI No- 11) 120 Bollard (SinglE Sido) Supply & fixing of Bollard made(Single Side) out of2mm thick aluminium sheet face lo be covered with high intensity prismatic grade type lV sheeting , Legends , letters , numerals and borders etc should be as per MoRTHspecillcation No-801.3.7 . Welded poly shaped to make it monolithic pillar size 12OO mm high Bollard is having a frame 900x600 mm and 600 mm dia for fixation made out of 35 x 35 x 5 mm angle iron and from side is fully cover (size of foundation 0.45x0.45x0.60m)(Ch-28 SI No- 14) 121 Cast-ln-Situ Cement Concreto M 20 Kerb Construction of cement concrete kerb with top and bottom width 115 and 165mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete tad manually, alt complete as per Clause 408(Ch-28 SI No- 14) 122 Retro-reflectorised Traffic sign as per IRC-87-2012providing and flxing of retro-reflectorised caulionary, mandalory and informalory sign as per IRC 167-2012 made of high intensily grade sheeting type lV vide clause 801.3, fixed over aluminium sheeting 15 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm ilrmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be lested for a cerliilcate of having the sheeling tested for coetflcient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and flrngus resistance 3 years outdoor weatherrng anci ils having passed lhese lesls shall be obtained from lnternational/ Government Laboratory/ lnstitute by the manufacturer of the sheeting and in case the cerlillcate is obtained fromnternatlonal condition, it should also be obtained from lndian condiuon within 3 years of launching of product by the manufacture in abroad. Alternalively, a certiflcate conforming to ASTI,4 Specillcation (0 4956-09) on artiflcial accelerated weathering requirements from a reputed labo.atory in lndia can be accepted provisionally. ln such a situation, themployer / Client, if so deskes, could seek for a peformance guarantee which would be released after receipt of cerlificate meeting the requirement of three years olrtdoor weathering of the sheeting as per IRC 67.2012. Legends,lellers, numerals and borde.s etc should be as per AIoRTH speciflcation No-801.3.7 . Proof of the same in form of government(Ch-28 SI No- 14) (Ch-28 SI No- 18) 123 i) 90 cm equllateral tringle with dif,lnitation plate size (20cm X 60cm) . No. 4069 124 ii) 60 cm eqLrilateral trinqle with difflnitation plate (20cm X 60cm) No. 125 iii) 60 cm Circular with difflnltation plale (20cm X 60cm) . No. 3818 126 iv) B0 mm x 60 mm reclangu ar with difllnitation plate (20cm X 60cm) . No. 4555 127 v) 60 mm x 45 mm rectangular with difllnitation plale (2ocm X 60cm) No. 377 0 128 vi) 60 cm x 60 cm square with difflnitation plate (20cm X 60crn) No. 4106 129 vii) 90 cm high octagon No. 4824 130 viii) 50X60 cm single chevron No. 131 ix) 155X60 cm Double chevron No. 5676 132 x) 30X90 cm (LefrRight) Object Hazard No. 133 xi) 45X90 cm two way Objecl Hazard No. JAZO 134 xii) 30X90cm+45X7Bcm Guarded/unguearded Railway crossing 135 raffic cone Traffice Cone: Supply of red fluorescent wilh with refleclive sleeve trafflc cone a squre base of 3OO to 5OO mm & Thickness 35 mm and a heiht of 1000 mm to 500 mm. Thay shall be brilliant red / orange / yellow and shall be made of LDPE material ihat can be struck without causing damage lo lmpacting vehicles. Retro-Reflect orization of cone shall be provided by a 150 mm wide while band located 75 lo 1OO mm Irom the top of the cone and additional 100 mm wide white band located approximately 50 mm below the 150 mm band The rate shallinclude all materials, labour, T&P, transportation, lnstallation and incidentals all complete as per direction ofthe Engineer-in-Charge. (1) 1000 mm Helght No. 1144.07(Ch-28 SI No- 22) 136 Traffic cone Traffice Cone: Supply of red fluorescent wilh with refleclive sleeve trafflc cone a squre base of 3OO to 5OO mm & Thickness 35 mm and a heiht of 1000 mm to 500 mm. Thay shall be brilliant red / orange / yellow and shall be made of LDPE material ihat can be struck without causing damage lo lmpacting vehicles. Retro-Reflect orization of cone shall be provided by a 150 mm wide while band located 75 lo 1OO mm Irom the top of the cone and additional 100 mm wide white band located approximately 50 mm below the 150 mm band The rate shallinclude all materials, labour, T&P, transportation, lnstallation and incidentals all complete as per direction ofthe Engineer-in-Charge.(2)750 mm Height No. 7 62.71 (Ch-28 SI No- 22) 137 Traffic cone Traffice Cone: Supply of red fluorescent wilh with refleclive sleeve trafflc cone a squre base of 3OO to 5OO mm & Thickness 35 mm and a heiht of 1000 mm to 500 mm. Thay shall be brilliant red / orange / yellow and shall be made of LDPE material ihat can be struck without causing damage lo lmpacting vehicles. Retro-Reflect orization of cone shall be provided by a 150 mm wide while band located 75 lo 1OO mm Irom the top of the cone and additional 100 mm wide white band located approximately 50 mm below the 150 mm band The rate shallinclude all materials, labour, T&P, transportation, lnstallation and incidentals all complete as per direction ofthe Engineer-in-Charge.(3) 500 mm Height No. 381.36 (Ch-28 SI No- 22) 138 Tubular wladrers (Spring post or Spring Bollard) S/F of plastic Tubular bollards having 450 mm to 700 mm Height, shall be attached to the pavemet lo display the minimum 50 mm width ol reflective bands to the approaching road users lncluding labour, material, T&P etc for propar comp,etion of the,work700 mm Height (Ch-28 SI No- 23) 139 Tubular makrers (Spring post or Spring Bollard) S/F of plastic Tubular bollards having 450 mm to 700 mm Height, shall be attached to the pavemet lo display the minimum 50 mm width ol reflective bands to the approaching road users lncluding labour, material, T&P etc for propar comp,etion of the,work450mm Height (Ch-28 SI No- 23) 140 Retro Rellectorisod Signs (Stajnless steel Frame and Post with one sjde sings) Supply & fixing or reflective sign board (Single side) of size 1.50x1.20 m retro refleclive sheeling of HIP grade type-lV, lhe board shall be fixed on 50mm SS 304 grade pipe and refleclive sheet on 4 mm thick, ACM sheel of standard make as per MORTH specificaton. The Board shall be fixed using 2 man post 45x45x60 cm cement conclete foundauon. The stainless steeljoint welding of SS pipe work shall be band and grinder property including bufflng so an to give uniiorm shining at weded Joinls. The Retro reflective sheellng shall be lested for a certiflcate of having ihe sheeting tested for coefficienl of retro reflection, daytime coloLrr and luminance, shrinkage, flexibility, linet removal, adheslon, impact resistance, specular qloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained fromnternational/Governmenl Laboratory/ Institute by lheanufacturer of the sheeting and ln case the cedillcate is obtained from inlernational condition, it should also be oblained from lndian condition within 3 years of launching of procluct by the manufacture in abroad Allernatively. a certiflcate confolrnlng to ASTM Specilicalion (D 4956-09) on artiflcial acceleraled weathenng requirements from a reputed laboratory ln lndia can be accepled provislonally. ln slrch a situation, the Employer / Clienl, if so desires, could seek for a performance uarantee which would be released after receipt of certificale meeting the requirement of three years ouldoor weathering of the sheeting as per IRC 67i2012. Legends , letters , numerals and borders elc should be as per MoRTH specification No-801.3.7 . Proof of the same in form of governmenl repod shall be uploaded while quoting tender.(Ch-28 SI No- 25) 141 Retro Reflectorised Signs (Stainless steel Frame and Post with both side sings)) of size 1.50x1.20 m retro refleclive sheeling of HIP grade type-lV, lhe board shall be fixed on 50mm SS 304 grade pipe and refleclive sheet on 4 mm thick, ACM sheel of standard make as per MORTH specificaton. The Board shall be fixed using 2 man post 45x45x60 cm cement conclete foundauon. The stainless steeljoint welding of SS pipe work shall be band and grinder property including bufflng so an to give uniiorm shining at weded Joinls. The Retro reflective sheellng shall be lested for a certiflcate of having ihe sheeting tested for coefficienl of retro reflection, daytime coloLrr and luminance, shrinkage, flexibility, linet removal, adheslon, impact resistance, specular qloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained fromnternational/Governmenl Laboratory/ Institute by lheanufacturer of the sheeting and ln case the cedillcate is obtained from inlernational condition, it should also be oblained from lndian condition within 3 years of launching of procluct by the manufacture in abroad Allernatively. a certiflcate confolrnlng to ASTM Specilicalion (D 4956-09) on artiflcial acceleraled weathenng requirements from a reputed laboratory ln lndia can be accepled provislonally. ln slrch a situation, the Employer / Clienl, if so desires, could seek for a performance uarantee which would be released after receipt of certificale meeting the requirement of three years ouldoor weathering of the sheeting as per IRC 67i2012. Legends , letters , numerals and borders elc should be as per MoRTH specification No-801.3.7 . Proof of the same in form of governmenl repod shall be uploaded while quoting tender.(Ch-28 SI No- 26) 142 Supply and Fixing of Light Fitting Switch Board. (None Sheduled) 143 Supply and Fixing Wiring of Light Point. (None Sheduled) 144 S/L/J of 20mm dia PVC Cunduct Pipe etc. all complete. 145 Supply & Fixing of wiring Sub Main. 146 Supply & Fixing of Plug Point 15mm. 147 Lettering & Painting of wall etc. all complete. 148 Supply & Fixing of 27watt. CFL etc. all complete. 149 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing:Rectangular shape 453x357 mm 150 Supply and hoisting of Sintex or equivalent high density polyethylene seamless of piece moulded tanks and placing the same in proper position including all taxes, labour and T&P etc. for proper completion of work. Tank should be ISI marked, Sintex or equivalent. (19-Chapter Sr.No.2) 151 Supply and lowering of 110 mm dia 6 kg/cm2 PVC pipe (Phenolex or apb by E/I) all complete. (I.S.I. Mark only)(Chapter No.23 SI.No. 32(C)) 152 Providing and Fixing PVC pipe conforming to ISI make working pressure 6 kg/Cm including testing labour T&P etc. all complete. 140mm diameter. (Chapter No.23 SI.No. 32(D)) 153 Providing and Fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & Cold Water Supply, including all CPVC Plain & brass threaded fittings I/c fixing the pipe with clamps at 1.00 m spacing, This includes Jointing of pipes & fittings, with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints, complete as per direction of Engineer-in-Charge. Concealed work, of including cutting chases and making good the wall etc.(d) 25mm nominal outer dia pipes.(Chapter No.23 SI.No.8C) 154 Supply & Fixing of brass Bib Cock of approve quality etc. all complete. 15 mm (Chapter No.22 Si.No.22) 155 Supply & Fixing of C.P. brass Stop Cock (Conceled) of Standerd design of approve quality etc. all complete. (Chapter No.21 Si.No.44) 25mm. (Chapter No.22 Si.No.25) 156 Supply and Fixing Oxided Iron Fitting etc. all complete (None Scheduled) 157 Providing and fixing of door & ventilater etc. all complete. (DSR No. 9.6.1) 158 Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, manually controlled device (handle lever) conforming to IS: 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests (Chapter No.24 SI. No.1) 159 Providing and fixing White Vitreous China Wash basin size 630x450 mm with a pair of 15mm C.P. brass pillar taps. (Chapter No.24 Si.No.3A) 160 Providing and fixing white vitreous china flat back half stall urinal of size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS: 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required: 161 Making connection of drain of sewer line with existing man hole including breaking into and making good the walls, floors with cement concrete 1:2:4 cement plastered on both side with cement mortar 1:3 finished with a floating coat of neat cement and making necessary channels with cement concrete 1:2:4 for the drain etc. all complete. 162 Constructing brick masonary chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement: 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg). R.C.C. top slab with 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: . (a) Inside dimensions 455x610 mm and 45 cm deep for single pipe line: With common burnt clay F.P.S. (non modular) bricks of class designation M-150{Chapter No.25 Si.No.6) 163 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineerin-Charge. External work(A)15mm nominal outer dia pipes. (Chapter No.23 Si.No.8A) 164 Old workable bricks 165 Bricks bats 166 Cleaning of the site for warkable etc. All complete. (Non Scheduled) 167 Providing and Fixing of barricating of 100mm average ballies with in a distance of 1.50 meter for 3 rows of 3 Q, 3 nos of Cross ballies, two supporting ballies of 3 meter ballies and 2 nos perpendicular ballies tie with moonj rope including supply of all material such as ballies rope T&P required for proper completion of work and also including labour component (Material will be property of Contractor after dismentling). 168 Making ornamental painting with special design make by specialist painter laying of two coat birla white putty and design by asian paint including all material etc. all complete. (NN Approved) 169 Providing laying spreading and compacting stone aggregates of specific sizes to water bound macadam (22.40-53mm) specification including spreading in uniform thickness, hand packing rolling with 3 wheeled steel vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density 170 Supply & Fixing of Glass Strips for expension Joint etc all complete. (NS) On market Rate 171 Raising & re-fixing of manhole including all material labor T&P etc. all complete.(NS) 172 Supply & fixing of R.C.C. manhole frame and cover including all complete. (NS) 173 Supply & mixing 3.5 kg and or as specified by the manufacture, hardener in tremix concrete per sqm 174 Providing and applying Primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. (As per Attached Analysis) 175 Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per centby weight of total 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 specification clause No. 505 complete in all respects including cost of all materials, T&P, labour,cartagefor proper completion of work as per direction of Enginee-in-Charges. (20-Chapter Analysis rate) 176 Providing and applying Tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per MoRTH specification 5th revision clause No. 503including cost of all materials, T&P, labour, cartage for proper completion of work as per direction of Enginee-in-Charges. 177 Providing and laying bituminous concrete(Grading-II) with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 as per approved job mix formula which ever is higher 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 specification 5th revision clause No. 509 complete in all respectsincluding cost of all materials, T&P, labour,cartage for proper completion of work as per direction of Enginee-in-Charges. (20-Chapter Analysis rate) 178 Supply & Fixing Granite Stone Work Display Board (Size 2.50ft x 4.00ft) including Painting, Lettering etc. all complete. (None Schedule)
