TN_17_97

Amount

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

Construction of Embankment with approved materials obtained from borrowpits, with a lift up to 1.5 m 1. transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1 and 300-2 with alead upto 1000 m as per Technical Specification Clause 301.5 (i) Private Land ( C/S area as per Statement-I)

Construction of Sub grade and Earthen shoulder with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-21 with lead upto 1000 m as per Technical Specification Clause 303.1 ( i) Private Land (C/S area as per Statement-I)

Construction of granular sub-base 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 Il Material

WBM Grading 3: Using stone screening type A 13.2mm for Gr 3 :- Providing laying spreading and compacting stone aggregate of specific size to water bound macadom specification including spreading in uniform thickness, hand packing rolling with smooth wheel roller 80- 100 kN 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 grading 3 as per Technical specification clouse 405 (a) By Manual means

Inter locking Concrete Block pavement. (i) Providing and laying Interlocking Concrete Block Pavement (M40) having thickness 80mm as per Technical Specification Clause 1504 complete including carriage.

Direction and Place Identification signs upto 0.9 sqm size board A. Retro-reflectorised Traffic Signs i)(1) 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 10.3 sheeting, 2 mm thick with area not exceeding 0.9 sqm supported a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701

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 aluminium 10.2 sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 Earn (A) i mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (I) 60 сm equilateral tringle

Road Markers/Road Stud with Lens Reflector Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with 1 10.2 lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.

Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.

ANALYSIS OF RATE FOR 1000 MM DIA NP-3 HUME PIPE CULVERT (SINGLE OPENING) L.=7.50 M. Earth work in excavation for foundation of structure as per drawing and tech. Specification cl: 305 including setting out construction of choring and and bracing removal of stumps and other deleterious materials and disposal upto a lead of 50m , dressing of sides and bottom and back filling in trences with excavated suitable materials i) in ordinery soil ii) up to 3m depth.

Bedding for Pipe 9.2 Laying concrete cradie bedding with M15 Grade 1 Cement Concrete as per Clause 1105 (i)

PCC 1:3:6 in Foundation Plain reinforced concrete M10 (1:3:6 nominal mix) in 9.7 levelling course below open foundation of Head walls 2 as per drawing & Technical Specification Clause 1109.

Providing and Laying RCC NP3 in Single Row Providing and laying reinforcement cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement morter 1:2 but excluding excavation, protection works, backfilling, coccrete and masonary works in head walls and parapets Clause 1106. (B) 1000 mm dia

Brick Masonary work Brick masonary work in cement morter in foundation of 11.5 Head Wall excluding pointing and plastering as per drawing and technical specifications clause 1109. Brick masonry in 1:3 cement mortar

Brick Masonary work Brick masonary work in cement morter in substructure complete excluding pointing and plastering as per 12.1 drawing and technical specifications clause 602, 603, 604, 1202 and 1204. In 1:3 cement mortar

Plastering Plastering with cement mortar ( 1:4 ) 15mm thick on brick work in substructure as per technical specification Rate.

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