Balance work against Pkg. No.AS-16-619

Amount

Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means

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 (i) Private Land

Construction of Subgrade and earthen shoulder with approved materials obtained from borrow pits with aIl lift and leads, taansporting 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 i) Private Land

Construction of granular sub‐base by providing close graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,compacting with smooth wheeled roller to achieve the desired density, complete as per Clause 401 (A) By mix in Place Method II) for grading‐II Material

Providing, Laying, Spreading and compacting stone aggrigates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80‐100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarses aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 3) Grading-II A) By Manual Means

Providing, Laying, Spreading and compacting stone aggrigates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 80‐100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill up the interstices of coarses aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405 3) Grading-III A) By Manual Means

Providing and applying primer coat with Bituminous emulsion (CSS‐1) on prepared surface of granular base/WBM/WMM including cleaning of road surface and spraying primer at the rate of 0.70‐ 1.0kg/sqm using mechanical means as per Technical Specification Clause 502 (i) Low Porosity

Providing and applying Tack Coat with bitumen emulsion (CRS‐1) using emulsion distributor at the rate of 0.20 to 0.25kg per sqm. On the prepared bituminous surface cleaned with hydraulic broom as per Technical Speification Clause 502

20mm thick open‐Graded Premix carpet using Bituminous Binder mixing with processed waste plastice (as per IRC‐SP;98‐20130 by replacement of 8% Bitumen binder by weight: Providing laying and rolling of 20mm thick open ‐graded premix carpet (thickness not less than 20mm at any place) composed of 13.2mm graded aggregate size @0.18cum per 10sqm & 11.2mm graded aggregate size @ 0.09cum per 10sqm using with bituminous binder @13.43kg per 10sqm (ic 92% of standard Bitumen and 8% waste proccessed plastice by weight shall be used for coating aggregate after its heating) as per IRC:SP:98‐2013, laying to required line, grade and level to serve as wearing in a suitable plant , laying and rolling with a three wheel 80‐100KN static roller capacity, finished to required level and grades as per technical specification clause 508 to be followed by seal coat of either Type‐A,Type‐B or Type‐C as per technical specification.

Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints

Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels grade and cross fall using Type A, B and C as per technical specification clause 510. By Mechanical Means Case III Type C Bitumen (S-90)

Reinforced cement concrete M 15 grade kilometre 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 i) 5th kilometer Stone (Precast)

Reinforced cement concrete M 15 grade kilometre 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)

Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3 fixed over aluminium sheeting, 2 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and technical specification clause 1701 vii) 90cm Octagonal

Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3 fixed over aluminium sheeting, 2 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and technical specification clause 1701 ii) 60cm equilateral traingle

Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3 fixed over aluminium sheeting, 2 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and technical specification clause 1701 iii) 60cm Circular

Provision of Rumble Stripes coveredwith premix carpet 15.2mm high st 250 mm wide placed at 1 m centre to centre at approved locations to control speed, marked with white strips of road marking paint OGPC

Provision of Rumble Stripes coveredwith premix carpet 15.2mm high st 250 mm wide placed at 1 m centre to centre at approved locations to control speed, marked with white strips of road marking paint Painting

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. (i) Ordinary soil ii Upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and trechnical specificationsClause 802, 803, 1202 & 1203 A With Crushed Stone I PCC M10 Nominal Mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and trechnical specificationsClause 802, 803, 1202 & 1203 A With Crushed Stone II PCC M15 Nominal Mix 1:2.5:5

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and trechnical specificationsClause 802, 803, 1202 & 1203 A With Crushed Stone III PCC M20 Nominal Mix 1:2:4

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

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and trechnical specificationsClause 802, 803, 1202 & 1203 A With Crushed Stone IV RCC M20

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (i) Granular Materiials

Construction of R.C.C. railing of M 25 grade in castin- 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

Providing and laying boulder apron for bed protetion with stone boulders of minimum size and weight as per table 1300.1, no fragment weighting less than 25 kg laid dry complete as per drawing and technical specification clause 1301

Bedding of Pipe i) Type A (Concrete Cradle) bedding with M15 Grade Cement as per clause 1105 (i)

Providing and laying reinforcec cement concrete pipe NP3 as per design in double row. Providing and layingreinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar and cement mortar 12:2 but excluding excavation, protection work, backfilling concrete and masonary works in head walls and parapet clause 1106

Construction of Subgrade and earthen shoulder with approved materials obtained from borrow pits with aIl lift and leads, taansporting 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 i) Private Land

Macrocosm Builders