Package No.202_12

Construction of Embankment with approved material obtained from borrow pits, with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000m as per technical specification clasue 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 1000m as per technical specification clause 303.1 (i) 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 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 ii) 600mm equilateral Traingle

(iii) 600 mm circular.

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 1301

RCC SLAB CULVERT 6.00 M SPAN : Earth work in excavation for structures as per drawings 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Providing concrete plain/reinforced concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202 & 1203. B. With Natural Gravel I. PCC M 10 (i) Nominal Mix 1:3:6

Providing concrete plain/reinforced concrete in open foundation complete as per drawing and technical specifications Clause 802,803,1202 & 1203. B. With Natural Gravel I. PCC M 20 (i) Nominal Mix 1:3:6

Plain/Reinforced Cement Concrete in Open foundation complete as per Drawing and Technical Specification

Furnishing and Placing Reinforced/Prestressed cement concrete in super structure as per drawing and Technical Specification including steel shuttering formwork

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and Technical Specifications clause 800 and 1206.3

Providing and laying Filter Media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfaces behind the abutment, wing wall and Wing wall to the full height compacted to firm condition complete as per drawing and technical specification.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, Wing wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1(V) : 20(H) towards drawing face complete as per drawing.

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequat space between vertical posts for expansion, complete as per approved drawings and technical specifications.

Drainage Spouts complete as per drawing and Technical Specification.

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall

Curtain Wall complete as per drawing & Technical Specification

1000 MM DIA HPC : 1 (ONE) NO. Earthwork in excavation for 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 and bottom and backfilling in trenches with excavated suitable material. In Ordinary Soil :

PCC M 10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clauses 1109

Laying 1st class bedding on wall compacted sand, moorum as per clause 115 (ii) Granular bedding.

Brick masonry work in cement mortar in foundation of wall complete excluding pointing and plastering as per drawing and technical specification clause 1100 in prop 1:4

Providing and laying reinforced cement concrete pipe NP-3 for culverts on first class bedding mortar 1:2 but excluding excavation, protection works in head walls and parapets clauses 1106. (B) 1000 mm dia

Plastering with cement mortar (1:6) 15 mm thick on brick work for sub-structure as per technical specification.

600 MM DIA HPC : 2 (TWO) NOS. Earthwork in excavation for 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 and bottom and backfilling in trenches with excavated suitable material. In Ordinary Soil :

PCC M 10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing and technical specification clauses 1109

Brick masonry work in cement mortar in foundation of wall complete excluding pointing and plastering as per drawing and technical specification clause 1100 in prop 1:4

Laying 1st class bedding on wall compacted sand, moorum as per clause 115 (ii) Granular bedding.

Plastering with cement mortar (1:6) 15 mm thick on brick work for sub-structure as per technical specification.

Providing and laying reinforced cement concrete pipe NP-3 for culverts on first class bedding mortar 1:2 but excluding excavation, protection works in head walls and parapets clauses 1106. (B) 600 mm dia

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