Work of One time improvement/ maintenance of old NH-24 (Rampur City Portion).

Providing and applying primer Coat with SS-1 grade bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying of primer @ 0.60 kg/sqm using mechanical means complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Providing and applying tack coat with Bitumen VG-10 using pressure distributor @ 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Providing and laying Dense Graded Bituminous Macadam (Grading-II) with 100-120 TPH producing an average output of 75 Tonnes per hour using crust aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.50% by 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 complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Providing and laying Bituminous Concrete (Grading-II) with 100-120 TPH producing an average output of 75 Tonnes per hour using crust aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40 % of mix and filler, transporting the hot mix to work site, laying with a hydro static 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 complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the material with water at OMC in mechanical mix (Plant), carriage of mixed material by tipper to site laying in uniform layers With grader in sub-base/base course on well prepared under base and compacting with vibratory-roller to achieve the desired density. complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Dismantling of B.O.E. soling/Interlocking Tile and stacking of dismantalled bricks/Tiles at side (labour only) SI. No Item No. 02 Ch. 18

Supply & Fixing 80 mm thick Precast cement concrete I-Shape interlocking paver block a with top layer of minimum 8mm thickness having plan dimension 200x(160+120mm) of O.P. cement, Smooth high gloss finish, skid reditant. manufactured from rubber moulds through vibro-compression machanism. The compressive strength of concrere paver block shall not be less than 30MPA (M-30) and wight 5kg per no confirming to IS; 15658-2006 with a 4 cm thick layer of fine cm including cost of material,labour, T & P TAXES etc requried for proper completion of the work as directed by Engineer- in-charge

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications. complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Plastering with cement mortar (1:3 ) on brick work in sub-structure complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Pointing with cement mortar (1:3) on brick work in substructure complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Plain Cement Concrete M20 in Open Foundation complete as per Drawing and complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Excavation in foundation in ordinary soil (Loam, clay or sand) including lift up to 1.50 M and lead up to 30 M and including filling watering and ramming of excavated earth in to the trenches or in to the space between the building and the side of foundation trenches. [S.I. No. 251]

Cement concrete 1:3:6 in foundation with cement, coarse sand & 40mm gauge stone ballast. complete as per Morth technical specification and as per direction of E/I including all taxes but excluding GST

R.C.C M 25 using batching plant, transit mixer & manual laying. Providing and laying reinforced cement concrete in superstructure as per drawing and MORTH complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and Technical Specifications.

Providing and applying low viscosity bitumen emulsion for sealing cracks less than 3 mm wide or incipient fretting or disintegration in an existing bituminous surfacing.complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-39, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated finegrained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 1000C, protruding 1 mm to 4 mm over mastic surface, complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Dismantlng of sundries brick work including stacking of dismentaled material as directed by the engineer-in-charge with in a distance of 60 metre (200 feet) as per SOR SI.No. 691

Plain/Reinforced Cement Concrete (M-15) complete as per Drawing and complete as per technical specification and as per direction of E/I including all taxes but excluding GST

RCC Grade M30 using batching plant transit mixer & Concrete pump as per Drawing and complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Providing wall putty on new surface with approvel quality material of Berger/J.K./Birla or similar make 2 coates. (SOR Ch. 15 SI. No. 11)

Painting two coats including primer coat on new surface with synthetic enamel paint / ready mix paint in all shades on new plastered / concrete surfaces / steel surface as per drawing. SOR Ch. 15 SI. No. New Item-1a+2+3(iii)

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Route Marker Sign Board

Cautionary Sign- T-Junction/X-Junction Sign & zebra etc (90 cm equilaterial triangle)

Stop Sign Board (90 cm hight Octagonal)

Speed Limit (60 cm circular)

60 x 60 cm square with diffination plate (20cm x 60 cm)

Hazard Sign Board (30 cm x 90 cm rectangular)

Chevron Board (30 cm x 90 cm rectangular)

Cat Eyes (raised pavement marker). Supply & fixing of moulded cats eye with shank raised pavement markers made of polycarbonate moulded body and reflected pannel with micro prismatic lens capable of providing total internal reflection of the light entering the lens face conforming to ASTMD for 4280 type 'H' and complying to specification of categories a of MORTH CIRCULAR NO RW/NH/33023/10-07-DO-III 11-06-1997. The height, width and length shall not exceed 20 mm 150 mm and 105 mm and with minimum relfective area of 13 sqcm. and the each side slope to the base shall be 350. Fixing will be without nails but using with twin polymer shanks bitumen adhesive on bitumen roads as per manufacture's recmmendation including site clearence etc. and complete as per direction by E/I.

Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post 150x75x5 mm spaced 2m center to center, 1.8 m high with 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1384, metal beam rail to be fixed on the vertical post with spacer of channel section 150x75x5 mm, 300 mm long complete as per clause 810. (MoRTH-810 (8.23) Sl. No. 27 (Ch. 7.600 to 7.700) +(29.030 to29.130)

Providing and laying of hot appiled thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area. Thickeness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 The finished surface to be level uniform and free from streak and holes.

Repetitive bar/ Transvers bar marking by hot appiled Thermoplastic Marking of 300 mm wide and 5 mm height, at 1000 mm apart (one set is of 6 Strips). 5 mm height is achieved through six applications of thermoplastic, applied at an interval not less than 1 hour after the previous layer gets solidified, Alternatively, made of Mastic Asphalt or any equivalent material which would provide 15 mm high complete as per technical specification and as per direction of E/I including all taxes but excluding GST

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8, fixed in position including painting & Printing Etc

5th Km Stone

Ordinary Km Stone

Hectometer Stone

Supply, fixing & eraction of built up Cantilever Structure 6M span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm MS plate at bottom The horizontal truss shall comprise of 50 mm dia heavy class MS pipe and 40 mm dia heavy MS pipe as bracing & 10mm MS plate at bottom for fixing to vertical post as per structure desing & drawing with one of steel primer and to coats of synthetic enamel plant. the work includes construction of RCC foundation of size 90x 90 m of required depth as per site condition for built up structure including earth work in excavation 100 mm thick lean concrete in 1:4:8 (cement coarse sand and 40mm gauge SB) RCC with 1:2:4 (cement, coarse sand and 20 mm stone grit) including supply and fising of 25 mm dia foundation bolts 600 mm long as per provision of structure desing including cost of reinforcement & shuttering The lateral vertical clearances and and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2010 complete in all respect. The rates shall include cost of desing, fabrication, supply, transportations, local shifting Erection of signage structure using crance inclusive of all taxes. royalty , VAT etc all T&P machine, material and labour required for pr

Retro reflective sheeting Type XI with 4 mm thick ACM single side Morth 801. Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.

Providing and fixing post delineators made of ABS round body fitted with 2 nos 100 mm dia high reflective reflectors and mounted on MS pipe of 65 mm dia duly powder coated anti-rust and anti theft steel to be installed as per direction of Engineer-in-charge.

Supply and fixing tree plate size of 150x150 consisting a retro reflective type-XI fixed over 1.50m mm thick aluminium sheet as per direction of Engineer-in-charge.

Speed Table (Trapezoidal Hump) Providing and Constructing of Speed Table with Stone set pavement and premix carpet to the required grade, level and alignment, rolling with smooth wheeled roller to achive the desired compaction as per direction E/I.

Solar Power road marker (Solar Studs) The solar studs shall be made of Aluminium alloy and poly carbonate material which shall be absolutely weather resistant and strong enough to support a load of 13,635 kg tested in accordance with ASTM D4280. Its colour may be white, red, yellow, green or blue or combination as directed by the Engineer Its water resistance shall meet the requirements of IP 65 in accordance with IS:12063:1987 category 2 for protection against water ingress. The dimensions of solar studs shall not be less than 100 mm X 100 mm X 10 mm it shall have super bright LEDs so as to provide long visibility from a distance of more than 800 m. Its flashing rate shall not be less than 1 Hz. Its should be able to give the prescribed performance in the temperrature range of -40°C to +55°C. Its life shall be not less than 3 Years. The rate shall include all materials, labour, equipments, fabrication, transportation, erection, installation and incidentals all.complete as per direction of the Engineer-in-Charge.

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