TN_16_18

Amount

(A) Road Work: Clearing and grubbing road land including up rooting 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 MORTH Specification 201. (I) By Manual Means (A) In area of non thorny jungle.

Construction of Embankment with approved materials 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 By Mechanical Means, Private Land

Construction of subgrade and earthen shoulders 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 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. By Mechanical Means: Private land

Construction of granular Sub Base by providing close graded material, spreading in uniform layer 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 Technical Specification Clause 401. (ii) For Grading II Material

Water Bound Macadam : Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 8-10 tones 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. A) By Manual Means: (III) WBM Grading-III

Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504. (includive of edge restraint and carriage)

(B) CD Work: RCC Box Culvert, Size-2.00m x 2.00m 1 No Earth work in excavation for structures as per drawings and technical specifications including setting out, construction of shoring and bracing, removal of stumps and other deleterious mater and dressing of sides and bottom and backfilling with approved material as per MORTH Clause No. 304.. 1.In Ordinary Soil A) Mechanical Means I) Up to 3.00 m depth (without dewatering)

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (i) Sand filling

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802. i) P.C.C Grade M10,

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specification and steel shuttring from work as per Clauses 802, 804, 805, 806, 807, 1202 ans 1204. With Natural Gravel (iv) RCC GRADE M 25

Supplying, fitting and placing TMT (Fe 500 D) reinforcement bar (From Primary Producer : TATA/SAIL/Essar Steel/Jindal Steel/Shyam Steel/RINL) in sub structrue complete as per drawings and technical specification Clause 1002, 1005, 1010 & 1202.

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 a.With Natural Gravel

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4836 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

(C) CD Work: RCC Box Culvert, Size-1.00m x 1.00m 1 No Earthwork in excavation for foundation of structures as per drawing and technical specification includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material as per MORTH Clause No. 304. I. Ordinary Soil . A. Manual Means (i) Upto 3.00 M depth

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. i) P.C.C Grade M10

Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specification and steel shuttring form work as per clause 802, 804, 805, 806, 807, 1202 ans 1204. B. With Natural Gravel (iv) RCC GRADE M 25 (i) Heigth up to 5m

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in sub structrue complete as per drawings and technical specification Clause 1002, 1005, 1010 & 1202

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Providing and laying of boulder apron lead in wire crates made widh 4 mm dia GI wire conforming to IS:280 & IS:4836 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification clause 1301..

SANSUMA NARZARY

DHANESWAR MUCHAHARY