MMPPNA_23_24_92, Construction of Sunaribari Kolakhowa Road ( From Ch. 0.00m to 800.00m), 2.Construction of Guwalgaon to Malapindha Koibarta village Road, 3.Construction of Chitadar village Road under Mukhya Mantrir Pakipath Nirman Achani for the yea

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. I) By Mannual Means A) In area of Light Jungle

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 (Including cost of testing of materials at site and laboratory as directed by the dep't.) i) From Pvt Land

Construction of Sub grade & Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 (a) (Including cost of testing of materials at site and laboratory as directed by the dep't.) i) From Pvt Land

Construction of Granular Sub-base by providing coarse Graded Material, spreading in uniform layers with motor graded on prepared surface, mixing by mix in place method with rotovator at OMC and compacted with vibratory roller to achieve the desired density complete as per cl.401 II) For Grading II Material

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tones capacity in stages to proper grade and camber, applying and booming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density (With an initial lead of 5.0km) III) Grading III b) Using Screening Type B

Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per Technical Specification Clause 1504 complete including carriage. (a) Including Edge Block/Edge restraint.

Kilometer stone : Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause1703. ii) Ordinary Kilometer Stone

Kilometer stone : Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause1703. iii) 200th meter stone (Precast) as per IRC:26-1967.

Retro – reflectorised Traffic Signs: Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical specification clause 801 (ii) 600mm eq. triangle

Retro – reflectorised Traffic Signs: Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical specification clause 801 (iii) 600 mm circular

Providing and fixing of typical APWRD 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

Construction of 3 Nos. RCC Box Culvert of size 2m x2m (Double Cell): Earth work in excavation for foundation of structures as per drawing and technical specification, Including settingout, construction of shorting and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) A. PCC Grade M10 (With crushed Stone)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification including steel shuttering formwork. B. PCC Grade M-15 (With crushed Stone)

Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specification including steel shuttering formwork. C. (i) RCC Grade M-20 (With crushed Stone)

Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification and steel shuttering formwork. A. PCC Grade M-15 (With crushed Stone)

Plain/Reinforced cement concrete in sub structure complete as per drawing and technical specification and steel shuttering formwork. E. (a) RCC Grade M-20, Height upto 5.0m (With crushed Stone)

Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. A. (i) (a) RCC Grade M-20, Height upto 5.0m (With crushed Stone)

Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

Drainage spouts complete as per drawing and technical specifications Clause 1209

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

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. B. Sandy material

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. I) By Mannual Means A) In area of Light Jungle

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 (Including cost of testing of materials at site and laboratory as directed by the dep't.) i) From Pvt Land

Construction of Sub grade & Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 (a) (Including cost of testing of materials at site and laboratory as directed by the dep't.) i)From Pvt Land

Construction of Granular Sub-base by providing coarse Graded Material, spreading in uniform layers with motor graded on prepared surface, mixing by mix in place method with rotovator at OMC and compacted with vibratory roller to achieve the desired density complete as per cl.401 II) For Grading II Material

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tones capacity in stages to proper grade and camber, applying and booming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density (With an initial lead of 5.0km) III) Grading III b) Using Screening Type B

Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per Technical Specification Clause 1504 complete including carriage. (a) Including Edge Block/Edge restraint.

Kilometer stone : Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause1703. ii) Ordinary Kilometer Stone

Kilometer stone : Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause1703. iii) 200th meter stone (Precast) as per IRC:26-1967.

Retro – reflectorised Traffic Signs: Providing and fixing of retro- reflectorised cautionary ,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical specification clause 801 (ii) 600mm eq. triangle

Retro – reflectorised Traffic Signs: Providing and fixing of retro- reflectorised cautionary ,mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminum sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawings and Technical specification clause 801 (iii) 600 mm circular

Providing and fixing of typical APWRD 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

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and tress of girth upto 300 mm, removal of stumps of such tress cut earlier and disposal of unser viceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removel and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. (i) By Manual Means (A) In area of non thorny jungle

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 Specification Cluse 301.5. (i) Private Land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 (i) Private Land

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 rotovator at OMC, and compacting with smooth wheel roller to achive the desired density, complete as per Technical Specification Clause 401. (II) For Grading II Material

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (A) By Manual Means Gr-III materials

Providing and laying interlocking concrete block pavement M40 having thickness 80mm as per Technical Specification Clause 1504.complete including carriage. (a) Including Edge block/Edge restraints)

Providing and fixing typical infornmatory 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 25mmX5m siz on back…middle plate by 47mmx47mm of 12SWG steel,600mm below ground level .the top most diamond......stove enameled on both side... arrows,border etc. will be painted with ready mixed synthetic enamel paint of superior quality ......two coats of apoxy paint as per drawing Clause 1701 and Annexure 1700.1

Retro reflectorised Traffic sign: Providing and erecting of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)(ii) 600mm equilateral triangle

Kilometre Stone : Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC ;8 fixing in drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone (precast)

Satyajit Morang