Package No. TRC/SOPD-G/GOH/05

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. (II) By Manual Means (B) In area of non thorny jungle

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.

Construction of subgrade & earthen shoulders with approved material obtained from borrow pits with a lifts & leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 303.1 (i) By Mechanical Means (I) From 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 Technical Specification Clause 401 (ii) For grading II material

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Providing and laying Inter locking concrete Block pavement Providing and laying interlocking concrete block pavement having thickness 80mm as per technical specification clause 1504.

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 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.

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H's fixed to the road surface using the adhesives and the produres recommended by the manufacturers with three months replacement warranty and free maintenance.

Providing and fixing of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting ......600mm below ground level as per approved drawing and sign. (All the Steel work must be Tata/Sail) (I) 90 cm equlateral triangle

Cross Drainage Works 3 x 3 Three Cell Culvert (1No.) Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.

Earth work in excavation of foundation of structures as per drawing and technical specifications clause 305.1 including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of sides & bottom & backfilling. : Ordinary soil: upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203.(PCC Grade M-0) (1:2.5:5)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203.(PCC Grade M-15 Nominal Mix)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and Technical specifications Clause 802, 803, 1202, & 1203.(RCC Grade M-20)

Plain/Reinforced cement concrete in open substructure complete as per drawing and Technical specifications Clause 802, 804, 805, 807,1202 & 1204. (IV) PCC Grade M-15 Nominal Mix i) With Crushed Stone height upto 5.0m

Plain/Reinforced cement concrete in open substructure complete as per drawing and Technical specifications Clause 802, 804, 805, 807,1202 & 1204. (IV) PCC Grade M-20

Providing and laying cement concrete in superstructure as per drawing and Technical specifications Clauses 800, 1205.4 and 1205.5. (A) with crushed stone. (I) RCC Grade M20, Nominal Mix height upto 5.00 mtr.

Providing and laying cement concrete wearing coat M30 grade including reinforcement complete per drawing and Technical specifications Clauses 800 and 1206.3

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawing and technical specifications as per MORTH as per Clause 1000 & 1002

Supplying, fitting and placing HYSD bar reinforcement in Substructure complete as per drawing and technical specifications as per MORTH as per Clause 1002, 1005 & 1202

Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications as per MORTH as per Clause 1002, 1010 & 1202

Drainage Spouts complete as per drawing and technical specifications

Backfilling behind abutment, wing wall and return wall complete as per drawing and Technical specification clause 1204.3.8. Sandy material

Reinforced cement concrete M25 grade approach slab including reinforcement and formwork complete as per drawing and Technical specifications Clauses 800 & 1211

Construction of flaxible appron 1m thick comprising of loose stone boulder weighing not less than 25 Kg beyong curtain wall.

Providing and laying pitching on slope laid over prepared filter media as per drawing and Technical specifications Clause 1302. Stone/Boulder

Providing and laying filter materials underneath pitching in slope as per drawing and Technical specifications Clause 1302.

Routine Maintenance after completion of the work for 1st year.

Routine Maintenance after completion of the work for 2nd year.

Routine Maintenance after completion of the work for 3rd year.

SRI NILOTPAL HAZARIKA