Construction of box culvert and protective work in place of damaged Kaharan culvert located on the route from Station Bajaria to Rajaganj intersection via Naurangabad intersection

Demolishing R.B. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in- charge. As per DSR 15.4

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. As per DSR 15.7

Construction of embankment with approved material 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.As per MORTH Specification 3.16 Clause 305

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.

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam Grade-II specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.

Supplying & Laying of 1000mm dia NP-3 Hume pipe 2.5m length for Cross drainage.

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (M-15).

Sand Filling in Foundation Trenches as per Drawing & Technical Specification

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M-25) Including Cost of Centering, shuttering.

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (RCC-M 20) Including Cost of Centering, shuttering.

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

First class brick work in 1:4 cement and coarse sand of 1.25 F.M. mortar in foundation plinth including supply of all materials, labour and T&P etc. required for proper completion of work.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carries of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous /granular surface cleaned with mechanical broom. (For DBM)

Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 4.00 % by weight of total mix and fille, transporting the hot mix to work site laying with a hydrostatic paver finisher with machenical control to the required grade, level and alingment, rolling with smooth wheeled bibratory and tendom rollers to achiev the desired compection as per MORTH specifiaction clause 507 complete all respects. (Grade-I)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (For BC)

Providing and laying Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder CRMB-55 @ 5.2% of mix and filler, transporting the hot mix to work site laying with a hydrostatic paver finisher with mechanical control to the required grade, level and alingment, rolling with smooth wheeled bibratory and tendom rollers to achiev the desired compection as per MORTH specifiaction clause 509 complete all respects. (Grade-II)

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 1000 m as per Technical Specification Clause 303.1.

Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification.

Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. As per MORTH Specification 15.4 & Clause 2504.

Retro-reflectorised Traffic sign as per IRC-67-2012 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC : 67-2012 made of high intensity greade sheeting wide clause 801.3 friced over aluminium sheeting Type-IV 1.5mm thick supprorted on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian condition as per IRC 67-2012 & proof of the same in form of government report shall be uploaded while quoting tender. i) 90 cm equlateral tringle with diffnitation plate size (20cm x 60cm)

Linear Delineator System (LDS) Supply & fixing of Linear Delineator Sylstem (LDS) paneis made of Micro prismatic 019 Reflective sheeting type XI duly laminated on thin aluminium on thin aluminium foil to a unique corrugated shape to provide Retro Reflection acress wide range of observations and external angles. Eatch LDS panel should be of nominal length of 33 firmly fixed on existing concrete/brick work with 16 Nos. fatner/Screw as per IRC 79-2019

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC : 67-2012 made of high intensity greade sheeting wide clause 801.3 friced over aluminium sheeting Type-IV 1.5mm thick supprorted on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The retro-reflective sheeting shall be tested for 3 year outdoor weathering test in Indian condition as per IRC 67-2012 & proof of the same in form of government report shall be uploaded while quoting tender. x) 30x90 cm (left/Right) Object Hazard

Providing and erection a "Thrie" metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2 m centre to centre, 1.8 m high 1.1m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fitting to conform to IS : 1367 anbd IS : 1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x 75x 5mm, 330mm long complete as per clause 810.

1- G.S.T. shall be paid as per Rules. 2- All rates are included 1% labour cess that shall be deducted at the time of payment.

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