Maint/MMPPNA/108

Amount

Construction of road from Bannyaguri to Darchuka (Ch 1000m to ch 3200m) Clearing and grubbing road land including oprooting wild vegetation ,grass ,bushes,shrubs ,saplings and trees of girth up to 300mm,removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or autioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per specification clause 201 (ii) By mechanical means (A) In area of non thorny jungle

Providing and fixing of typical PMGSY informatory sign board with logo as per MORD soecifications and drawing .Three MS plates of 1.6mm thick ,top and middile plate duly welded with MS flat iron 25x5mm size on back edges .The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm .The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos .75mmx75mm of 12SWG Sheet tubes posts duly embedded in cement concrete M15 grade blocks of 450mmx450mmx600mm,600mm below ground level.The top most diamond plate will be welded to middile plate by 47mmx47mmof 12SWG steel 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 wityh primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1

Setting out Typical bench mark as per drawing 200.1

Reinforced Cement concrete M15 grade Kilometre stone/local of Standard design as per IRC :8 fixing in poition including painting and printing etc as per drawing and technical specifications clause 1703(ii) Ordinary Kilometre Stone (Precast)

Reinforced Cement concrete M15 grade Kilometre stone/local of Standard design as per IRC :8 fixing in poition including painting and printing etc as per drawing and technical specifications clause 1703(III) 200m Stone

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 Clause 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. 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 rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Clause 401. II) For Grading II Material

Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means

Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage., 32 nos block per sqm a) including Edge block/Edge restraints, Using block 32 nos/Sqm, Basket Weave design only.

Extra cost for for colour CC Block 25%

Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm equilateral triangle

Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm circular

Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 800mm x 600mm rectangular

Earth work in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and others deleterious materials and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable materials. I. Ordinary Soil. A. Manual Means. ( with dewatering ) (i) Upto 3.00 M depth.

Plain Cement Concrete M10(1:3:6 nominal mix) in levelling course below open foundation of head walls as per drawings & Technical specification cl 1109

Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding

Providing and Laying RCC Pipe NP3 as per design in single row. Laying RCC pipe NP3 for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works inhead walls and parapets Clause 1106. 1000mm dia

Brick masonary in cement mortar in foundation of head walls complete excluding pointing and plastering as per drawing and technical specification clause 1109. I . In 1: 4 cement mortar.

Plastering with cement mortar ( 1:4 ), 15mm thick on brick work in sub-structures per drawing and technical specifications Cl. 613.4 & 1204.

Excavation for Structures (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. I. Ordinary soil (b)'With dewatering '(i)upto 3 m depth

Prviding brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete. A) Brick on flat soling

Plain/Reinforced cement concrete, in foundation complete as per drawing and technical specification and steel shuttering formwork RCC gr M-20

Plain/Reinforced cement concrete, in Super structure complete as per drawing and technical specification and steel shuttering formwork RCC gr M-20

Supplying, fitting and placing TMT bar reinforcement in Foundation complete as per drawing and technical specifications ( B) TMT-IS 1786 (Fe-500 D) Secondary producer (ISI approved)

Supplying, fitting and placing TMT bar reinforcement in Superstructure complete as per drawing and technical specifications ( B) TMT-IS 1786 (Fe-500 D) Secondary producer (ISI approved)

Providing and erecting direction and place identification retro- reflectorised sign , fixed over MS sheeting, 3 mm thick with area exceeding 0.9 sqm supported on a mild steel hollow bar 50x 50x 4 mm supported on 200 mm dia RCC coloumn as per drwaing and detai specification

Lettering and arrow marks on sign board to be provided separately as per actual requirement. Rates for these items have been analysed separately

Plastering with cement morter(1:3) in brick work in sub structure as per technical specification.

Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new plastered/ concrete surface as per drawing and technical specification

Construction of road from Ottar Band to Dakhin Raipur III (South Raipur to Kheksiali) Clearing and grubbing road land including oprooting wild vegetation ,grass ,bushes,shrubs ,saplings and trees of girth up to 300mm,removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or autioned upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per specification clause 201 (ii) By mechanical means (A) In area of non thorny jungle

Providing and fixing of typical PMGSY informatory sign board with logo as per MORD soecifications and drawing .Three MS plates of 1.6mm thick ,top and middile plate duly welded with MS flat iron 25x5mm size on back edges .The lower plate will be welded with MS angle iron frame of 25mmx25mmx5mm .The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos .75mmx75mm of 12SWG Sheet tubes posts duly embedded in cement concrete M15 grade blocks of 450mmx450mmx600mm,600mm below ground level.The top most diamond plate will be welded to middile plate by 47mmx47mmof 12SWG steel 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 wityh primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.1

Setting out Typical bench mark as per drawing 200.1

Reinforced Cement concrete M15 grade Kilometre stone/local of Standard design as per IRC :8 fixing in poition including painting and printing etc as per drawing and technical specifications clause 1703(ii) Ordinary Kilometre Stone (Precast)

Reinforced Cement concrete M15 grade Kilometre stone/local of Standard design as per IRC :8 fixing in poition including painting and printing etc as per drawing and technical specifications clause 1703(III) 200m Stone

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 Clause 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. 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 rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Clause 401. II) For Grading II Material

Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller in stages to proper grade and camber, applying and brooming stone screening / binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means

Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage., 32 nos block per sqm a) including Edge block/Edge restraints, Using block 32 nos/Sqm, Basket Weave design only.

Extra cost for for colour CC Block 25%

Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm equilateral triangle

Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 600mm circular

Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made encapsulated lens type reflective sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. 800mm x 600mm rectangular

Earth work in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and others deleterious materials and disposal up to a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable materials. I. Ordinary Soil. A. Manual Means. ( with dewatering ) (i) Upto 3.00 M depth.

Plain Cement Concrete M10(1:3:6 nominal mix) in levelling course below open foundation of head walls as per drawings & Technical specification cl 1109

Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding

Providing and Laying RCC Pipe NP3 as per design in single row. Laying RCC pipe NP3 for culverts on first class bedding of granular materials in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works inhead walls and parapets Clause 1106. 1000mm dia

Brick masonary in cement mortar in foundation of head walls complete excluding pointing and plastering as per drawing and technical specification clause 1109. I . In 1: 4 cement mortar.

Plastering with cement mortar ( 1:4 ), 15mm thick on brick work in sub-structures per drawing and technical specifications Cl. 613.4 & 1204.

Dismantling of exising structure like culverts , bridges ,retaining walls and other structure comprising of brick masonry ,including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per technical clause 202 (B) Cement mortar (1) Wheel guard of existing Slab Culvert= 2x5.5x2.6x.4=11.44 Cum (2) Vertical Wall =2x4x1.0x3.5=28 Cum, (3)Return Wall=4x4x.25x3.2=12.8 Cum , Total qnty= 52.24 Cum

Dismantling of existing structure like culverts,bridges, retaining walls and other structure comprising of masonry ,cement concrete ,wood work ,steel work , including T& P and scaffolding whereever necessary , sorting and dismantaled material , disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per technical specification cl 202 II By Mechanical means B) Reinforced ( Cement concrete ,Qty=5.5x3.5x.40-7.70Cum

Earth work in excavation for structure as per drawing and technical specifications clause 305.1 including setting out,construction of shoring and bracing ,removal of stumps and other deleterious materials and disposal up to a lead of 50m , dressing of sides and bottom and backfilling in trenches with excavated suitable material Ordinary Soil up to 3m depth

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause 802,803,1202 & 1203 .With crushed stone PCC grade M10 ,Nominal mix 1:3:6

Providing concrete for plain /reinforced concrete in open foundations complete as per drawings and technical specifications clause 802,803,1202 & 1203 B.With natural gravel III) PCC M20 , Nominal mix

Supplying , fitting and placing TMT (Fe 500 D) reinforcement bar ( other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in foundation complete as per drawings and technical specifications clause 1000 and 1202.

Plain /reinforced cement concrete in Sub Structure complete as per drawings and technical specification clause 802,804,805,806,807,1202 and 1204 B.With natural gravel B.PCC Grade M20

Supplementary item no 12.50 : Plain /reinforced cement concrete in Sub Structure complete as per drawings and technical specification clause 802,804,805,806,807,1202 and 1204 B.With natural gravel B. With natural Gravel IV) RCC Grade M20 i) for height up to 5.00m

Supplying , fitting and placing TMT (Fe 500 D) reinforcement bar ( other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in sub structure complete as per drawings and technical specifications clause 1000 and 1202.

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

Back filling behind abutment ,wing wall and return wall complete as per drawing and technical specification ,Granualar material

Providing and laying reinforced cement concretein super structure as per drawing and technical specifications clause 800,1205.4 and 1205.5 with crushed stone RCC grade M25 Height uo to 5m

Supplying , fitting and placing TMT (Fe 500 D) reinforcement bar ( other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent) in super structure complete as per drawings and technical specifications clause 1000 and 1202.

Construction of RCC railing of M25 grade in cast in situ with 20mm nominal size aggregate true to line and grade ,tolerance of vertical railing post not to exceed 1 in 500, centre to centre to centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications clause 800,900 and 1208.3

Drainage spouts complete as per drawing and technical specification cl 1209

Providing and laying a buried expansion joint , covered with 12mm thick ,200mm wide galvanised weldable structural steel plate as per IS 2062, Placed symetrical to centre line of the joint, resting freely over the top surface of the deck concrete welding of 8mm dia ,100mm long galvanised nails spaced 300mm c/c along the centre line of the plate as per technical specifications clause 1207.2.3

Painting two coats on new concrete surface : Painting two coats of ready mix paint including primer coat after filling the surface with synthetic enamel paint in all shades on news, plastered /concrete surfaces as per drawing and technical specifications clause 1701

RCC Guard post : Supplying , fitting and fixing RCC guard post 150cm long erected 75cm above the ground and 75 cm below the ground with M15 grade (niminal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering , moulding the top, curing including painting concrete surfaces in 23 cm strips up to 0.75m from the top alternately in black and yellow and having 2 nos.reflective band of desired shade etc .complete as per design and as directed b) 15 cm dia RCC guard post with reinforcement of 4 nos,12mm dia TMT main steel bars and 6mm TMT/MS stirrups at 15 cm c/c Qty=4x25.00-100 Nos

Providing and laying boulder apron for bed protection with stone boulders of minimum sise and weight as per table 1300.1 no fragment weiging less than 25kg laid dry complete as per drawing and technical specification clause 1301.

Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications clause 800 and 1206.3 A With crushed stone

Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS : 280 and IS 4826 in 100mm x100mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulder weighing not less than 25kg as per drawing and technical specification clause 1301.

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification clause 1302 ,I Stone /Boulder.

Providing and laying filter material under neath pitching in slopes complete as per drawing and technical specifications clause 1302.

Excavation for Structures (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. I. Ordinary soil (b)'With dewatering '(i)upto 3 m depth

Prviding brick soling in earthen shoulder with stone/best quality jhama brick, sand packed and laid to true line and level and in panel after preparing the subgrade including earthwork in excavation as directed including all labour and materials and if necessary dewatering, complete. A) Brick on flat soling

Plain/Reinforced cement concrete, in foundation complete as per drawing and technical specification and steel shuttering formwork RCC gr M-20

Plain/Reinforced cement concrete, in Super structure complete as per drawing and technical specification and steel shuttering formwork RCC gr M-20

Supplying, fitting and placing TMT bar reinforcement in Foundation complete as per drawing and technical specifications ( B) TMT-IS 1786 (Fe-500 D) Secondary producer (ISI approved)

Supplying, fitting and placing TMT bar reinforcement in Superstructure complete as per drawing and technical specifications ( B) TMT-IS 1786 (Fe-500 D) Secondary producer (ISI approved)

Providing and erecting direction and place identification retro- reflectorised sign , fixed over MS sheeting, 3 mm thick with area exceeding 0.9 sqm supported on a mild steel hollow bar 50x 50x 4 mm supported on 200 mm dia RCC coloumn as per drwaing and detai specification

Lettering and arrow marks on sign board to be provided separately as per actual requirement. Rates for these items have been analysed separately

Plastering with cement morter(1:3) in brick work in sub structure as per technical specification.

Painting two coats including prime coat after filling the surface with synthetic enamel paint in all shades on new plastered/ concrete surface as per drawing and technical specification

Single bamboo palasiding /walling of whole 2nd class bamboo (Jati or Bethua ) 75mm dia and closely packed & driven including fitting ,fixing with half bamboo kamis horizontally in three rows with cane or tying with wire complete and struts 1.50m apart longitudinally and providing brush wood as per drawing and technical specification clause 1302.5 ,Driven at least 900mm below ground and 1200mm above ground

Arabinda Nath

ABUL FAZAL ABDULLAH

Parihash Paul