Repair of Ram Rahim Bridge in Km-33 of Shahbad Rampur Bazpur Road (SH-144) in District Rampur .

Scarifying the existing bituminous surface to a depth of 25 mm and disposal of scarified material within all lifts and leads upto 1000 metres.

Lifting of superstructure span by jacking up from below i.e. by placing the jacks on pier/abutment caps for span length of 30m. Lifting of deck uniformly by deploying appropriate hydraulic jacks in combination with screw jacks with centerlized power pack up to 50 mm to facilitate for removing of existing bearing appropriately without dimaging the girders. After complection of thre restoration of main girders at support stenghening / restoration of pedesral by micro concrete / polymer concrete / epoxy mortar with reinforcement cage replacement of proposed according previously damaged metalic bearing rockers and roller same and specified design (all items will be extra) lowering of deck shall be carried out to its original position without causing any damage to the deck as per drawing and standard practice. The item includes of all labour materials, equipment etc. complète as per direction and intructions of Engineer in charge including MORTH & H technical specification (clause 2810) (one span-6 bearing) (17.15)

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

Applying epoxy mortar over leached, honey combed and spalled concrete surface and exposed steel reinforcement complete as per Technical Specification

Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1

Providing and inserting nipples 12 mm with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy

Replacement of Expansion Joints complete as per drawings as per MorTH Specification clause 2811.

Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

Providing and fixing of view cutter of bridge 1.60 mtr height.

Brick Masonry Work in Cement Mortar 1:3 in substructure complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications .

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.

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, all complete as per clause 516.

Reinforced cement concrete-M30 in super-structure as per drawing and Technical Specification

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

Providing wall putty on old surface with approvel quality material of Berger/J.K./Birla or similar make 2 coates. (SOR Ch. 15 SI. No. 12)

Finishing wall with artistic painting with on wall with multicolor enamel paint including supply of all marerials, labour, Tools & plant etc. required for proper completion of the work. (As per Market Rate)

Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

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. Ch. 26 LKO SOR (SI. No. 01) MorTH-803 (8.13)

Cat Eye's Supply & fixing of moulded cats eye 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. Ch. 26 LKO SOR (SI. No. 05) MorTH-804 (8.35)

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