JH-2107

Amount

Details

Clearing and grubbing of road land including uprooting wild vegetation grass, bushes, shurbs, saplings and tress of girth upto 300 mm, removal of stumps of such tress cut earlier and disposal of unserviceable materials and stacking of serviceable material upto 1000 mtr including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MORD technical specification Clause 201

Loosening, of the ground upto level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2

Construction of embankment with approved material obtained from borrow pit with free lead and a lift of 1.5M, transpeorting to site, spreading, grading to required slope and compacting to meet requirements of Table 300.1 & 300.2 as per technical Specification caluse 301.5 (Free Lead)

Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408

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 with Grading-I material

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning the road surface and spraying prime @ 0.70 to 1.0 Kg /Sqm using mechanical means as per Technical Specification clause 502

Providing and applying Tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface treated with primer &cleaned with Hydraulic broom as per Tecnical Specification Clause 503.clause 502

Bituminous Macadam Grading-II with VG-30 Grade Packed Bitumen (Providing and laying bituminous macadam with higher capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction.)

Providing and laying semi dense bituminous concrete with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501

Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703 (a) 5th KM Stone (Precast) -

Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703 (c) Ordinary KM Stone (Precast) -

Providing Reinforced cement concrete M15 grade kilometer stone local stone of standard design as per IRC -8 fixing in position including painting and printing etc. as per drawing the Technical Specification clause 1703 (b) 200M stone (Precast) -

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mmx47mmx12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2

Providing and fixing of typical PMGSY Informatory Singboard as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mmx5mm size on back of edges. The lower plate will be welded with MS Iron angle iron frame of 25x25x5mm as per technical specification clause 1701and Annexure 1700.1

Providing Direction and Place Identification signs upto 0.9 sqm size Board. Providing and erection direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminum sheeting , 2mm thick with area not exceeding 0.9 sqm supported on a mid steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means og property designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60cm below ground level as per approved drawing

Providing and fixing of typical PMGSY Citizen Signboard as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mmx5mm size on back of edges. The lower plate will be welded with MS Iron angle iron frame of 25x25x5mm as per technical specification clause 1701and Annexure 1700.1

Providing and fixing of typical PMGSY Citizen Signboard as per MORD specification ans drawing, Three MS Plates of 1.6mmm thick, top and middle plate duly welded with MS Flat iron 25mmx5mm size on back of edges. The lower plate will be welded with MS Iron angle iron frame of 25x25x5mm as per technical specification clause 1701and Annexure 1700.1

E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material. Hard Soil

E/W in excavation for structure as per drawing and technical specification clause 305.1 including setting out, construction of shoring and brading, removal of stumps and other deleterious material and disposal utp a lead of 50m, dressing of sides and bottom backfilling in trenches with excavated suitable material. Soft Rock

Supplying, laying, fitting and fixing 1000 mm dia NP3 Hume Pipe in line , level and grade, as well providing approved jointing materials and joints, properly filled to make them leak proof all complete job as per specification and direction of E/I.

Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications (P.C.C. Grade M-10)

Plain/Reinforced cement concrete in open foundation complete as per drawing and Technical Specifications (P.C.C. Grade M-15)

Providing, supplying & labours charges for soling with stone boulder duly packed in slope of road embankment and approved with materials within 150 M at wort site and lift all complete job as per direction of E/I.

Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Random Rubble Masonary in C.M. (1:4) in foundation

Stone masonry work in cement mortar in sub-structure complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 Random Rubble Masonary in C.M. (1:4) in super-structure

Providing plaster (1:4) 15mm thick in cement on brick work with stone masonary with clean coarse sand of F.M. 1.5 including screening and curing with all leads and lifts of water, scaffolding, taxes and royalties all complete job as per building specification and direction of E/I.

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

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

White washing two coats on parapet walls as per specification and direction of E/I.

Plain/Reinforced cement concrete in superstructure complete as per drawing and Technical Specifications (P.C.C. Grade M-25 in Deck Slab)

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Five Year Routine Maintenance - 1st Year -

2nd Year -

3rd Year -

4th Year -

5th Year -

Labour Cess @ 1%

GITA DEVI

RAMESH RAM

KOLESHWARI INFRACONS PRIVATE LIMITED

Dynamic Constructions