Manipur State Rural Roads Development Agency Tender

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Clause 301.5.

Construction of Subgrade and Earthen Shoulders Construction of sub grade and earth shoulders with approved matrerial obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted yo meet requirement of table 300.2 with lead upto 1000 m as per Technical Specificatiomn Clause 303.1.

KILOMETER STONE Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.

Ordinary Kilometer Stone (precast)

200 m stone (precast)

Providing and fixing Maintenance Information Board of PMGSY Project Providing and fixing of maintenance 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 5 mm size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the plates will be welded to 2 nos. 75mm x 75mm 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 enamelled 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 of PMGSY Project with Logo as per MORD specification and drawing. Two MS Plates of 1.6 mm thick top and bottom plate duly welded with MS flate iron 25mm x 5m size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 25mm x 5mm. The angle iron frames of the plates will be welded to 2 nos. 75mm x 75mm 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 '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

Retro- reflectorised Traffic Signs Providing and fixing of retro-reflectorised infromatory sign on aluminium plate of size 600mm x600mm as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle irin post 75 mmx75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mmx 450mm x600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 801

600 mm equilateral triangle

600 mm dia circle

Direction and Place Identification signs upto 0.9 sqm size board A. Semi-Reflective Traffic signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Providing and Fixing PMGSY Logo Board at starting point ( Steel Tube) Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing.One plate of 1.6mm thick with MS flat 25mm x 5mm size on back on centre. The topmost diamond plate & mid. plate will be welded to 75mmx75mm of 12 SWG steel plate tube posts & duly embedded to CC 450mm x 450mm x 600mm below GL. Lettering and printing etc. will be with ready mixed synthetic enamel paint of superior.

Granular sub-base with Well Graded Material (Table 400.1) A) By Mix in place method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. ii) For Granular II Material

WBM GRADING 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 KN in stage to proper grade and camber, applying and brooming, stone screening materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means

Prime Coat : Preparing and applying of water soluble organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CSS1 and water (1000 ppm TDS) in the ratio of 1 kg organo silane : 100 kg cationic bitumen emulsion CSS1 : 200 liter water . Mixing & Spraying : Take 1 kg of organo silane nanotechnology and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution @ 1 liter per sqm on compacted stone base. Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge.

Tack Coat : Preparing and applying of water soluble organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion CRS1 and water (1000 ppm TDS) in the ratio of 1 kg organo silane : 100 kg cationic bitumen emulsion CRS1 : 200 liter water . Mixing & Spraying : Take 1.4 kg of organo silane nanotechnology and add in 200 liter water while filling water in tanker/drum and then add 100 kg cationic bitumen emulsion under circulation. Mix the solution completely. Spray the solution @ 0.4 liter per sqm on compacted stone base. Rates including all materials, labour, hire Charges of machery etc. complete as per MoRD specifications & direction of Engineer-in-Charge.

20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm stone aggregates using S-90 penetration grade bitumen mixed with organosilane nanotechnology @ 0.1% by weight of bitumen S-90 grade @ 14.6 kg/10 sqm to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type D as per Technical Specification Clause 508 of MoRD and as per direction of Engineer-in-Charge.Case-I By Manual Means (i) Bitumen(S-90)

Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type D as per Technical Specification Clause 510 of MORD with S-90 grade bitumen mixed with organosilane nanotechnology @ 0.1% by weight of S-65 bitumen binder laid as per direction of Engineer-in-Charge.Case - II : Type B (i) Bitumen(S-90)

Construction of 1.50 m span RCC Slab Culvert 3.13m ht (1no)

Excavation for Structures Earth work 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 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. I.Ordinary soil (i) Upto 3m depth

Back filling behind abutment, wing wall and complete as per drawing & Technical specification Clause 1204.3.8 i)Granular material

Providing concrete for plain/ reinforced concrete in open foundation 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 Clause 802, 804, 805, 806, 807, 1202 and 1204 I) PCC Grade M 15, i) Nominal mix 1:2.5:5.

Providing and laying reinforced cement concrete in super structure as per drawing and technical specification Clause 800, 1205.4, and 1205.5 ii) R. C. C. grade M 25

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specification Clauses 1002,1010 and 1202.

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

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Construction of Retaining Wall (2.5 m Ht)(25m)

Excavation for Structures Earth work 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 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material. I.Ordinary soil (i) Upto 3m depth

Providing concrete for plain/ reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 &1203 I)PCC Grade M 10, i) Nominal Mix. 1:3:6.

Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 III) Random rubble masonry ii) In 1:4 cement mortar

Providing weepholes in brick masonry/stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm dai. AC pipe extending through the width of the structures with slope of 1(v): 20(H) towards drawing face complete as per drawing and tecnical 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

Pointing with cement mortar (1:3) on brickwork as per drawing and technical sepecification clauses 613.3 and 1204

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

1st year (in INR): 69641.24

2nd year (in INR): 104461.86

3rd year (in INR): 139282.48

4th year (in INR): 174103.1

5th year (in INR): 208923.72