TN_17_96

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 From Ch. 0.00m to Ch.2500.00m

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 From Ch. 0.00m to Ch.2500.00m

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. A) Interlocking pavement block) a) Including edge block/Edge restraints. From Ch. 0.00m to Ch.2500.00m

Kilometer stone Reinforced cement concrete M15 grade k.m. 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. ii) Ordinary Kilometer Stone (Precast)

iii) 200m Stone (Precast)

A. etro-reflectorised Trafic Sign i)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 sheeting, 1.5 mm thick supported on 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 801 (iv) 80 cm X 60 cm rectangular

(ii) 60 cm equilateral trianglular

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.

ANNALYSIS OF RATE FOR PROVIDING OF HUME PIPE CULVERT WITH 1000MM DIA N.P-3 PIPES (AS PER S.O.R.2017-18. 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.

(PCC M10 grade) :Plain cement concrete nominal mix crushed stone aggregate 40mm nominal size mechanically mixed, placed in! foundation and complete by vibration including curing complete.

Brick masonry work in cement morter 1:3 in foundation complete excepting pointing and disastering as per drawing and technical specification cl. 602,603,604,1202&1204.(1) In cement morter 1:3.

Brick masonry work in cement morter 1:3 in substructure complete excepting pointing and disastering as per drawing and technical specification cl. 602,603,604, 1202&1204.(1) In cement morter 1:3.

Item No. 8/B-12 Plastering with cement morter (1:3) proportion on brick work in substructure as per technical specification clause 1313.3 & 1204.

Providing and laying RCC Pipe NP3 as per design in single row. Providing and llaying RCC NP3 pipe for culvert on first class bedding of granular materials in single row including fixing coller with cement mortar 1:2 but excluding excavation & protection work, back filling concrete & masonary works in head walls and parapets, clause 1106 b) 1000 mm dia. pipes

Priyashi Aashi Developers Pvt. Ltd.