Pdg. renewal bituminous coarse and installation cover shed on RUB with galvalume sheet at Ambala Panipat Railway line on bye pass Phase-II from Sonipat Ganaur road to Sonipat Gohana road Road RD 5.20 to 9.54 in Sonipat Distt. Re-invite

Amount

Earth work in excavation in foundations, trenches, etc. in all kinds of soils, not exceeding 2 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil, clear from the edge of excavation and subsequent filling around masonry, in 15 cm layers with compaction, including disposal of all surplus soil, as directed within a lead of 30 metres..(HSR 6.6)

EARTH FILLING UNDER FLOORS Earth filling under floors with surplus soil, excavated from foundation and taken only from outside the building plinth, in 15 cm layers, including ramming watering and consolidating lead upto 30 metres. (HSR 6.13a )

Cement concrete 1 : 4 : 8 with brick ballast 20 mm nominal size in foundation and plinth..(HSR10.37)

Cement concrete 1 : 4 : 8 with stone aggregate 20 mm Nominal size in foundation and plinth. (HSR 10.38)

Cement concrete 1; 2 ; 4 with stone aggregate 20 mm nominal size in foundation and plinth. (HSR 10.41)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in slabs with inclination not exceeding 25 degree with horizontal, excluding steel reinforcement, but including centering and shuttering , laid in position, complete in all respects.. (a)extra over Item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used, instead of 1:2:4 (HSR 10.82+10.95a)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work for walls exceeding 20 cm thickness (straight and curved) beams, girders, stairs, columns, (square or rectangular) battens and lintels etc. excluding steel reinforcement but including centering and shuttering, laid in position, complete in all respects. (a)extra over Item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used, instead of 1:2:4 (HSR 10.86 + 10.95 a)

Cement concrete 1:2:4 with stone aggregate 20 mm nominal size for reinforced concrete work in footings, strips, foundations, beams, rafts, pedestals and approach slabs of bridges etc., excluding steel reinforcement but (a)extra over Item Nos. 10.79 to 10.94, if 1:1 ½:3 mix is used, instead of 1:2:4 (HSR 10.90+10.95-a)

Damp proof course 40 mm thick of cement concrete 1:2:4 using stone aggregate 20 mm nominal size with 2 coats of bitumen 20/30 penetration, at 1.65 kg per sqm laid hot and sanded.. (HSR 10.114)

First class brick work laid in cement sand mortar 1:6 in foundation and plinth.(HSR 11.2)

Lime concrete 16:24:100, 0.16 cum lime, 0.24 cum surkhi and 1.00 cum brick ballast, 20 mm nominal size in foundation and plinth.(HSR 11.7)

Terracing consisting of tiles 22.86 cm X 11.43 Cm X 3.81 cm laid over 87.50 mm mud filling on a layer of 25 mm mud plaster and on other layer of mud mortar for laying the tiles, including two coats of bitumen laid hot at 1.65 kg per sqm on top of R.C.C slab including grouting with cement sand mortar 1:3 and top surface to be left clean etc.(HSR 13.13)

Cement concrete 1:2:4 gola 10 cm X 10 cm quardrant along junction of roof with parapet wall finished smooth, where specially specified. (HSR 13.64)

Providing fixing P.V.C Rain water pipe 6kg Pressure of ISI mark in cement mortar during masonry work (HSR 13.89 b) 150 MM dia PVC pipe 6kg Pressure

Providing & fixing P.V.C Bend ISI Mark (HSR 13.90 a) 100mm dia P.V.C Bend

Base course of floors consisting of 100 mm thick cement concrete 1:8:16 and 100 mm sand or stone filling. (HSR 14.1)

Conglomerate floor 50 mm thick cc topping 1:2:4 as per (HSR 14.10)

12 mm thick cement plaster 1:6 (HSR 15.7)

15 mm thick cement plaster 1:6 on the rough side of single of half brick wall (HSR 15.12)

Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. (HSR 16.3)

Applying priming coat with metal primer on New steel or iron work including preparation of surface. (HSR 16.9)

Applying priming coat with cement primer in all shades on newly plastered or concrete exterior surfaces.. (HSR 16.25)

Distempering with washable oil bound distemper (of approved manufacture) two coats over one priming coat on new work. (HSR 16.58)

Providing two coat of exterior acrylic emulsion paint as per (HSR 16.79 b) 1st quality

Providing and applying two cates white cement based puty over plastered surface and grinding the durface smooth eiht sand paper to get an even and smooth finish including cost and carriage of all material, labour charge, scaffolding, sundries etc. complete (J.K/ Birla make) (HSR 16.81)

Supplying and fixing rolling shutters, of approved make, M.S. laths, interlocked together through their entire length, and jointed together, t the end, by end locks mounted on specially designed pipe shaft, with brackets, side guides 27.5 cm long wire spring grade no. 2 and arrangement for inside and out-side locking with push and pull operation complete, including top cover 0.80 mm thick (payment is to be made for the exact size of opening where rolling shutter is to be fixed):- (HSR item no. 18.18)

Fe-500 EQR TMT steel bar for RCC work, where not included in the complete rate of RCC including bending, binding in the position complete. (HSR 18.22)

Providing and laying tack coat with bitume VG-10 gradepressure distributor at the rate of 0.30 k.g per sqm on the prepared bitumen/ granular surface cleaned with mechanical broom including cost of bitumen as per clause No. 503 (5th edition) 2013 as per MoRT&H specification (N.S)

Providing & Laying 40mm thick compacted Bituminous Concrete (BC) in one layer with 100-120 TPH batch type hot mix plant and with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with appropriate rollers to achieve the desired compaction as per clause No. 507 MoRT&H specification (5th Revision) 2013 for road and bridge works (5th Revision)2013 using minimum 5.4% to bitumen grade VG-30 as binder content by weight of total mix, complete in all respects including cost of bitumen instruction issued from time to time by MoRT&H regarding machinery & bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory. If bitumen required more than 5.4% as per job mix formula no extra payment will be made, extra bitumen required will be considered as incidental to work. Note:- Before carrying out bituminous work, coating & stripping of bitumen aggregate mix is to be performed in accordance with IS-6241. If coating and stripping of bitumen aggregate mix is less than 95% anti-stripping agent will be used by constractor. The anti-stripping agent should conform to the requiremetn as stipulated in IS 14982:2:2017. The cost so incurred will be considered as incidental to work and nothing extra shall be payble. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. Note: - Where there is only BC on existing black top cracks shall be sealed as MoRT&H specification 5th revision clause No. 3004.3, which may consists of (i) Fog seal/ or (ii) crack filling and or (iii) patch work repair as required at site in accordance with clause No. 3004.3.2, 3004.3.3 and 3004.2 of MoRT&H specification 5th revision respectively. Proper measurement and consumption shall be entered in MB for cracks sealed but no payment on this account shall be made as crack filling is incidental to work.

Provising and laying 25mm thick Mastic asphalt wearing course with paving grade bitumen VG- 85/25 grade meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine-grained hard stoe chipping of 13.2mm nominal size at the rate of 0.005 cum per 10 sqm and at an approximate specing of 10 cm centre to centre in both directions, pressed into surface when the temperature of surface not less than 100OC, protruding 1mm to 4mm over mastic surface, all complete as per clause 516 of MoRT&H Specification 5th revision 2013 (MoRT&H No. 5.14)

Pdg. & fixing Galvolume sheet with gutter beem . The steel shall be 30 (914MM) width ( tolerance /30MM) which shall be curved and molded at site using mechanical press and dies to the desired curves and shape to from 2.0 (605MM) approximate wide interlocking panels . These panels shakll be crected in position and their seams shall be interlocking and pressed to close the seam forming a water tight joint Minor color chipping Scratching should be rectified by applying fpoxyFacquer Necessary Arrangement incluyding the supply for installation of fasteners the end will be in the scope of vendor. (a) Make any of the following the international Market. - Thyssen Krupps Germany - Dongbu Steel Co. Limited Korea - Corus Steel .U.K 4 Yeth Phui Steel Ltd. Taiwan - Dofasco Steel U.K - Bethelehem Steel. USA (b) Technical Details - Standard Color coated GAIVALUME steel Complying to ASTMA792 - Base Metel Thickness 1.00 MM ( Tolerance as 0.2 MM ) - Alloy Coating AZ150 ( Alumimum 55% Zinc 48.5% Siheon 45%) - Yield Strength 350MPA %. Paint Coating Regular Modled Polyester Top coat 25 Micron & Borrom coat 12 Micron - Color Pattern Combination of Blue and White ( Ratio 450% each) Specification are as per estimate. The rate are all inclusive of design and proof checking from N.I.T/ I.I.T

Providing & fixing of steel structural frame including vertical steel columns, foundation plates, gusset plates, longitudinal and transverse structural members, top runner beam, top runner plate, cap plate, stiffners, rib-stiffners, piller base, bend plate, anchor bolt etc. to support the Galvolume sheet shed complete in all respect including all the accessories, riveting, bolting, welding and other necessary requirements as per relevant MORT&H/ PWD specification. as per (HSR 18.12) The rate are all inclusive of design and proof checking from N.I.T/ I.I.T

Providing & Marking center line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10 cms wide/ 15cm wide complete in all respect such as furnishing all labour, materials, tolls equipments including all incidental costs necessary for carrying out in work at site confirming to the technical specification as clause No. 803 of MORT&H specification for road and bridge works (5th revision) of 2013/ Latest edition. Each container of the thermoplastic material shall have the name trademark or other means of identification of manufacturer, batch number, date of manufacture color maximum application temperature and maximum heating temperature. The thermoplastic paint material shall be of Asian Paint-Apcomark/Berger-Sigmarc/Prismo. The glass beads shall be of Potters/Sovitec/Fleolite. The thermoplastic material shall be sampled and tested in accordance with appropriate ASTM/BS method. The contractor shall furnish to the Engineer-in-Charge a copy of certified test reports from the manufacturer of the thermoplastic material meet all requirement of the specifications. The reflector zing glass beads shall meet the requirement of clause 803.4.2 and test methods mentioned in clause 803.4.2.4 shall be meticulously followed. The minimum thickness specified is exclusive of surface of glass beads the method of thickness measurement shall be in accordance with appendix B and C of BS:3262 (part-3). Note: - Before start of work the contractor shall give brand, batch number, manufacturing date of the material to be used along with a photocopy of bill duly signed by the contractor and get approved the same from Engineer-In-Charge before use.

Preparation of berms including filling of Earth work, excavation and cutting of earth in all kind of soils including dressing the bank, side slope to given levels and templates after breaking of clouds, including the cost of rolling and watering all allowances for labour hardness wetness irrespective of all lead and lift and including Compensation for earth taken from private land, fields etc. and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 305 and to the entire satisfaction of the Engineer of the work conforming to PWD specification No. 6.2 and 6.3 and 3.2 and the other specification 1990 Ist edition. Note:- No earth work will be allowed to be taken from PWD B&R/ ROW except for surplus earth after approval from Engineer.

Providing and fixing public information board consisting of 75 mm GI pipe of size 2.45 m.X 1.15 m with 900 mm X 900 mm GI sheet16 gauge.

Reinforced cement concrete 1:2:4 village board of standard design, fixed in position, including finishing but excluding painting. (HSR 10.130 + 16.76 b)

Traffic Bollards: Providing and fixing retro-reflective light bollards 1500 mm high as per site requirements, using non-metallic micro-prismatic retroreflective sheet confirming to IRC: 67-2012 type lV HlP specification fixed on 3 mm thick aluminum composite Material sheet as base having 0.5 mm thick aluminium on both sides having circular board of size 450mm dia, sheeting of blue back ground and white arrow. The other board will be of size 600mmx400mm made up of high intensity retro-reflective sheeting type-lV fixed over aluminium composite panel sheet 3mm thick both of the boards fixed on 80mm NB dia 16 gauge M.S.pipe duly painted. The board to be fixed in CC 1:2:4 block of size 300x300x450mm as directed by the Engineer.

Providing and fixing retro-reflectorised road delineators complete as per drawing and Technical Specificationss Clause 805. Cluster of Road Reflectors.

Road way delineators: Providing and fixing road side delineator of ht. 1200mm made of M.S tube size 100x80mm having thickness1.2mm of ht. 900 mm and balance 300mm of MS Angle 25x25x3mm. Having slot on I I each side of size 150x80mm or two slot of size .l50x80mm on the I I front side, for holding theretro-reflective sheetype-lV of same size I I on the inner over4mm thick ACp as base for protection against I I damageto the retro-reflective sheeting from vandaiism as per I I clauseno. 800 of MORT&H. Complete delineator qcessed by heat I I treatment process to makes it resistant to all weather effects fixed in | | C.C. 1:2:4 block size of 300x 300 x 450mm. as clause No.06 of I I MORT&H 5th revision 2013. as per item No. 2.i of the lis of road furniture uploaded on the website of Haryana PWD B&R branch

Pavement marker (3M Cat-eyes) Molded shank raised pavement markers made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to specifications of Category A of MORTH Circular No. WNH/33023/10-97-DO lll dt. 11.06.1997. The Height width and length shall not exceed 50 mm, 100 mm and 100 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree.The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 kg. Fixing will be by drilling holes on the road for the shanks to go inside,without nails and using epoxy resin based adhesive as per manufacture's recommendation and complete as directed by the engineer (of reputed make such as Avery Dennison/3M/etc.) as per item No. 3 of the lis of road furniture uploaded on the website of Haryana PWD B&R branch

Median Marker/ Small Two way hazard marker: The Median Marker shall be made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 1Scm, 1Ocm and 1Ocm respectively. The Median Marker shall have fluorescent yellow color retro-reflective sheeiing of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements and meets ASTM D4956 type lX specifications. The retro-reflective sheeting shall be one or both sides of the Median Marker.The Median Marker shall be fixed by a combination of epoxy adhesive and grouting. as per item No. 4 of the list of road furniture uploaded on the website of Haryana PWD B&R branch

Providing and fixing facility information sign:- 800 mm x 600 mm Rectangular Usage:- Eating Place, Light Refreshments, Resting Place, First Aid Post, Toilet, Filling Station, Hospital, PublicTelephone, Foot Over Bridge, Police Station, Picnic Site, Railway Station/ Metro Station /Monorail Station, lndustrial Area, Cycle Rickshaw Stand, Taxi Stand, Auto-rickshaw Stand, Golf Course, National Heritage, Toll Road Ahead, BusStop, Bus Lane and other signs etc. as per item No. 6.7 of the list of road furniture uploaded on the website of Haryana PWD B&R branch

Route Marker Signs:- 600mm x 450mm rectangular

Providing And fixing chevorn boards as per std. size and specification.

INFORMATORY SIGNS:- Advance Direction Sign, Destination Sign, Reassurance Sign or Route Confirmatory Sign, Place/City ldentification, Truck Lay By, Toll Booth Ahead etc. Providing and installing shoulder mounted directional signages of various sizes using non- metallic micro prismatic retro reflective sheet conforming to IRC: 67 -2012 type lV, HIP specification fixed on 3 mm thick Aluminium Composite Panel having 0.5 mm thick Aluminium on both sides supported on single or two nos. Mild Steel Pipe post 80 mm NB Medium 1.6mm thick duly painted in aliernative color of black and white embeded in M -20 Grade concrete foundation of size (450mmx 450 mmx 600 mm) complete as per drawings, Technical Specifications and as directed by Engineer-in-Charge. Up to 0.9 Sqm Board (To be supported on single M.S.Pipe post) More than 0.9 Sqm Board ( To be supported on Two nos: M.S. Pipe Posts) as per item No. 7 of the list of road furniture uploaded on the website of Haryana PWD B&R branch Size1200x600

Size1200x900

PVC Speed Breakers

OVERHEAD SIGNS Providing and arrecting overheadsings (a) including gentry using nonmetallic micro peismatic retro reflective sheet conforming to IRC:67-2012 Type IV specification fixed on 4mm thick Aluminium comprsite plnels as base board with pressure-sensitive adhesive having 0.5mm thick Aluminium on both sides supported by M.S pipe structure complete as per derwings, Technical specifications and as directed by Engineer-in-charge cantilever overhead sign (single sided) including gantry sheet each on one face (T/L Shaped) size (500x1500) as per item No. 8.1 of the list of road furniture uploaded on the wesite of Haryana PWD B&R Branach Note:- If any discrepancy found in the unit/ Nomenclature in the items of BOQ. The Nomenculature of HSR/ MoRT&H shall be applicable