Maint/MMPPNA/109

Amount

Construction of road from 8th KM Gauripur Bashbari Road to Lalkura 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

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 . Driven at least 900mm below ground and 1200 mm above ground

Utility shifting

MOHD. MOHIZUR RAHMAN