Manipur State Rural Roads Development Agency Tender

Providing Shear Key

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204. III.R.C.C grade M20

Steel Reinforced of Shear Key

Supplying ,fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002,1005,1010 and 1202

Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803, 1202 & 1203 I) PCC grade M 10 i) nominal mix 1:3:6

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802,804,805,806,807,1202 and 1204. I. PCC grade M20.

Supplying ,fitting and placing HYSD bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002,1005,1010 and 1202

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II RCC Grade M25

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8

Supply of DDR span 150 feet Bailey Bridge Components (40 R Loading) i/c loading and unloading

Assembly and launching of bailey bridge within a lead of 50 m but excluding mechanical transport and cost of fixing of decking. 8) steel decking

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

Providing and Fixing Citizen information Board of PMGSY Project(Steel Tube)

Providing and fixing of Citizen's Information Board for PMGSY Project with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frames of the plates 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 600mm x 600mm x 750mm, 750mm below ground level. 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

Providing and fixing of maintenance Information Board for PMGSY Project 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 25 mm x 5 mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25 mm x 25 mm x 5 mm. The angle iron frame of the lowermost plate and flat iron frame of middle plate will be welded to 2 nos. 75 mm x 75 mm of 12 SWG sheet tube posts duly embedded in cement concrete M 15 grade blocks of 600 mm x 600 mm x 750 mm, 750 mm below ground level. All MS plate will be stove enamelled on both sides. Lettering and printing arrows,border etc. will be painted with ready mixed synthetic enamelled paint of superior quality in required shade and color. 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 1700.1.

Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2

B.Construction of Approach Road

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5depth

Construction of Protection Works ( Retaining Wall : Height. 4.00 m) 4 nos.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305 I i/c setting out, constn. Of shoring & bracing lead 50.0m in I) O / Soil upto 3.00 m depth

Providing concrete for plain / reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802,803, 1202 & 1203 I) PCC Grade M 10 II) nominal mix 1:3:6

RR Masonry Work if cement mortar in foundation of Head Walls complete as per drawing and technical specifictions Clause 1109 a) in 1: 4 cement mortar

Providing weepholes in brick masonry,plain/ reinforced concrete abutment, wing wall,return wall with 100 mm dia AC pipe extending through full width of the structures with slope 1(V) : 20 (H) towards the drawing face complete as per drawing and technical specifications clauses 614,709,1204.3.7

Providing PCC M 20 Architectural Coping on the top of wing wall,return wall etc. complete as per drawing and technical specifications Clause 615

Providing and laying filter media with granular crushed aggregates as per specification to a thickness not less than 600 mm with smaller size towards the soil and bigger size towards the wall and poroviding over the entire surface behind abutment,wing wall.return wall to the full height,compacted to firm condition complete as per drawing and technical specification clause 1204 .3 .8

Pointing with cement mortar ( 1:3 ) brick work / stone work in substructure as per technical specification Clauses 613.4 & 1204

Maintenance component for 5(five) years after construction (not to be quoted yearwise)

1st year Rs. 115711.14

2nd year Rs. 173566.71

3rd year Rs. 231422.29

4th year Rs. 289277.86

5th year Rs. 347133.43