S/R to Hatamuniguda- Hukumtala road such as SDBC in patches, berm cleaning, culvert parapets wall painting and construction of retaining wall from 0/0 to 9/67 Km during the year 2025-26

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works (5th Revision)and as per direction of EIC

Construction of embankment with approved materials obtained from borrow pits for side of drain by hydraulic excavator with all leads and lifts and transporting to site by mechanical means with a lead of 5 km spreading ,grading to required slope by means of Dozer as per requirement ,watering ,compacting by PRR etc as per Table 300-2 & 305 of MORT&H including cost & conveyance , royalties of earth with all labour with T&P required for the work etc. complete as per drawing and Technical specification and as directed by the Engineer-in-Charge.

Tree painting with Water proofing cement paint two coats with approved shade materials on the prepared surface with cost conveyance royalties and taxes of all the materials and all labour with T&P required for the work etc. (Including cost of coloring materials) complete in all respect in all floors as per drawing and Technical Specification and as directed by the Engineer-in- Charge

Excavation for road work in all kinds of soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location with in all lifts and leads upto 1000m for reuse of approach of culvert including cost, conveyance, of all materials with all labour and T&P required for the work etc. complete as per standard specification and direction of Engineer-in-charge.

PCC M-15 grade of CD & structure using 40 mm to 10 mm size crushed stone aggregates mixed by concrete mixer laying in layers and compacting by vibrator and all leads and lifts as per approved Drawing and Techinical specifications and as per section 1700 & 2100 of MORATh specifications for road and Bridges works ( 5th Revision) including cost, conveyance, royalty and EMF,DMF and aditinal charges of all materials and labour with T&P,Cess required for the work etc. complete as per drawing and Tecnical Specification and as directed by the Engineer-in- Charge.

RCC M-25 grade in different items using 20 mm to 10 mm size crushed stone aggregates mixed by concrete mixed by Batching plant,laying in layers and compacting by vibrator and all leads and lifts as per approved Drawing and Techinical specifications and as per section 1700 & 2100 of MORATh specifications for road and Bridges works ( 5th Revision) including cost, conveyance, royalty and EMF,DMF and aditinal charges of all materials and labour with T&P,Cess required for the work etc. complete as per drawing and Tecnical Specification and as directed by the Engineer-in- Charge. A)Foundation

B) With Centering & Shuttering

Steel reinforcement works in structure & CD work using HYSD (uncoated reinforcement bars of FE-500) steel of approved manufacturer as per section 1600 &section 1900 of MORT&H specification for Road and Bridge works ( 4th revision) including cost, conveyance of all materials, binding wires 18 to 20 gauge and labour with T&P required for the work etc. complete in all respect as per drawing and Technical Specification and as directed by the Engineer-in- Charge. (weight of reinforcement sall be calculated on the basis of IS 1732. wastage, overlaps, couplings, welded joints, space bars, chairs, stays, hangers and annealed steel wires or other method of binding & placing shall not be considered for payment)

Providing Tack coat on prepared bituminous surface with bitumen emulsion (RS) and spreading @ 0.20 kg per sqm using mechanical means as per Technical specifications and as per Clause-501 & 503 of MORTH specifications for road & Bridge works (5th Revision ) including cost, conveyance of materials, cost of labour, machinery T&P Cess etc complete. as per standard specification and direction of Engineer-in-charge.

Providing and laying Semi Dence Bituminous Concrite thick S.D.B.C. of grading -2 using crushed stone Gr-2 materials and 60/70 penetration grade of bitumen preparing preemixed materials with bituminous binder with hot mix plant, transported to site, 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 clauses 501 & 504 of MORTH specifications for road & Bridge works (5th Revision ) including cost, conveyance Royalty, EMF,DMF and aditinal charges of materials, cost of labour, machinery T&P,Cess etc complete as per standard specification and direction of Engineer-in-charge.

Gravel breaking to revetments including cost Conveyance royalty,EMF,DMF and aditinal charges of all materials and cost of all labour T&P etc complete as per approved drawing and technical specification and clause 2504 of specification of road and bridge works (5th revision) complete.as per standard specification and direction of Engineer-in-charge.

Rough stone dry packing in aprons and revetments with hard granite stones of SIZE NOT LESS THAN 0.003 CUM as per approved drawing and Section 2500 of MORT&H Specifications for Road & Bridge works (4th Revision) for designed thickness and slope of approved quality free from weathering skin from approved quarry, including fitting the interstices with small stones, spalls etc. with cost, cnveyance and with all leads and lifts, royalities ,EMF,DMF and aditinal charges of all materials and labour, T&P etc. complete n all respect as per specification and direction of the Engineer-in-charge

Grouting aprons revetments 23cm, deep with Cement Concrete of proportion (1:4:8) in foundation and floors using 25mm size hard black crusher broken granite stone metal of approved quality from approved quarry, free from skin, including hosting, lowering and laying compacting concrete to required level ramming watering curing etc. including cost, conveyance, royalty,EMF,DMF and aditinal charges of all materials with all labour with T&P required for the work etc. complete including dewatering if required as per drawing and Technical specification and as directed by the Engineer-in-Charge.

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