UT502 Construction AND Maintenance (5 years) of of 24 meter span Steel Girder Bridge at 5 KM Purukul village to Bhitarli- Kimari MR L026

Amount

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

FOR ABUTMENTS (Up to 3.0)

FOR ABUTMENTS (Up to 3.0 - 6.0 M.)

FOR ABUTMENTS (Above 6m)

Dewatering from foundation of abutments and wing walls including wages of proper completion of the work. operator and fuel including supply of all material, labour and T&P etc. required forProper Completion Of work.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil.

LEFT & RIGHT SIDE APPROACH WALL

Excavation in Hilly Areas in Soil by manual means

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.Nominal mix 1:3:6

FOR ABUTMENTS

FOR APPROACH SLAB

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications R.C.C. grade M 25

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications R.C.C. grade M 25

Height upto 5 to 10 m

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification For solid slab super-structure R.C.C M 25

DECK SLAB, KERB, WEARING COAT

Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211

Approach Slab (Both Sides)

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204. In cement mortar (1:5)

APPROACH WALLS

HP stone filling in back of walls including supply of all material, labour, T&P etc. required for proper completion of the work as per drawings & technical specification Clause 1204.3.8.

FOR ABUTMENTS

FOR APPROACH WALLS

Pointing with cement mortar 1:3 FOR APPROACH WALLS

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing Nos. wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications FOR APPROACH WALLS

Cement plum masonry with 40% plum & 60% 1:3:7 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications). FOR PROTECTION WORKS

Supplying, fitting and placing HYSD bar reinforcement in Foundation / sub-structure / Super Structure complete as per drawing and Technical Specifications. (As per MORTH specification no. 1009.3 and IS 1786:2008 clause no. 1.6, Steel shall be procured from original/primary steel producers only and no re-rolled steel shall be used.) The following Primary Steel Producers have been approved for PWD, Uttarakhand vide Office Memorandum No. 65/10 adhi/praapti/12 Dated:25/01/2012 of the Chief Engineer, Level-1, PWD:-

FOUNDATION

SUB STRUCTURE

SUPER STRUCTURE

Supply and fabrication of steel truss bridge as per detailed drawing attached including supply of all structural steel confirming IS 226 - 1969 required for proper completion of the bridge including ground errection of the bridge and one coat of approved quality anticirrosive (red oxide) paint of confirming IS 5660, all T&P, nuts and bolts, washers and also including supply and fixing of shop rivets required as per drawing, required equipment shall be arranged by the contractor at his own cost which shall be taken back by the contractor after satisfactory execution of the job, the rates shall include ground errection in the workshop and its dismentling after inspection, approval and removing defects, match marking of all parts, numbering and proper stacking in the premises of workshop before cartage to site of work. The work shall be executed in accordance to IS - 1915. The rates shall include cost of all material, its wastage, cutting, bending if required, welding, making holes, shop riveting, labour, T&P etc. required for proper completion of the work.

Erection of Steel Truss (Girder) Bridge as per drawing with metre required camber including cartage of fabricated parts from the place of stack near site including submission of launching plan by the contractor, (duly weighted by a recognised reputable institution/consultant if required) and approved by the engineer-in-charge. Service bolts to used shall be of GKW make or any other as approved by engineer-in-charge, including cost of all labor, T&P, equipments and consumables required for proper completion of the work as per MORTH specification no. 1905 and as per directions of the engineer-in-charge.

Drainage Spouts complete as per drawing and Technical specification

Painting on Steel Surfaces Providing and applying two coats of readymix paint of approved brand on steel suface after through cleaning of surface to give an even..

White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915.

Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications13--16

Maximun Vertical load 65MT

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.)

Construction of parapet as per standard drawing including supply of all material, labour, T&P etc. required for proper completion of the work.

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301.

S/F of field revetts including supply of all labour,material T&P etc. required for proper completion of work as per direction of Engineer in charge.

22 mm dia

LOGO,SIGN BOARD ETC.

Providing & fixing Title information board as per standard drawing duly painted and written as per direction of Engineer-in-charge in the starting and end of the road .

Providing and Fixing 'Logo' of PMGSY Project Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Emergency Maintenance

Cement plum masonry with 40% plum & 60% 1:3:7 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work.(As per PWD Uttarakhand specifications).

1 st Year

5th Year

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301.

1 st Year

5th Year

Maintenance Activities:- (PBMC)

(1) White washing of parapet walls of CD work and tree truncks including preparation of surface by cleaning scrapping etc. as per MORD Specification for Rural Roads 2014 (2) Greasing of Bearings including supply of all materials,labour,T&P royality etc required for proper comlpetion of the work as per direction of Engineer in charge. (3) Painting on Steel Surfaces Providing and applying two coats of readymix paint of approved brand on steel suface after through cleaning of surface to give an even.

1 st Year

2 nd Year

3 rd Year

4th Year

5th Year