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| 1 | Cleaning of shrub jungles uprooting stamp &small bushes &trees below im girth on premeasurment as per E.I.C |
| 2 | Earth work in soilin road cutting with hyadrulic excavator .9 cum bucket capacity including cutting and loading in tipper,triming within 50 M initial lead and 1.5 M initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 M in depth and as per direction of the Engineer-in-charge. |
| 3 | Loosening, levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction and Clause 305 of MoSRT&H Specification for Road & Bridge works (4th Revision.) |
| 4 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300.2. |
| 5 | Construction of embankment with approved materialsobtained from borrow pit with all lead and lift, transpotation to site,spreading grading to required slopeand compacting torequirement of Table 300.2. |
| 6 | Providing Granular Sub-base with L.D. Slag, Spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory roller to achieve the desired density, Complete as per Clause 401 of MoRT&H specification for Road & Bridge Works (4th Revision). |
| 7 | Providing dry lean concrete subbase of cement cconcrete pavement using concrete mixture placing &levelling on hard guided semi-mechanisim method as per clause601 etc complete as per drawing as per drawing and technical spection etc complete as per the spection and direction of the E.I.C |
| 8 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed from or slip from paver,spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints,joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and as per clause 602 of MoSRT&H Specification for Road & Bridge works (LatestRevision)& including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 9 | Earthwork in excavation in hard soil within 50m initiallead and1.5m, initial lift including shoring,shuttering, propping bullahs, piling,dewatering from foundation, supplying & working pumps & staking the excaveted materials away from the working areaincluding rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per clause 304 of MoSRT&H Specification for Road & Bridge works (Latest Revision) including cost, conveyance, taxes, cess,royalties of all materials, cost of labour, T&P required for the work etc. complete as per specification & direction of the Engineer - in- Charge. |
| 10 | Providing laying spreading coarseSand filling in foundation of structures as per approved drawing and technical specifications as per Section 300 &2100 of MoRT&H Specifications for Road & Bridge works (4th Revision) including cost, conveyance, taxes, royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge |
| 11 | R.C.C M15 grade in foundation of structure as per approved drawing andtechnical specifications as per Section 1500, 1700 & 2100 ofMoSRT&H Specifications for Road & Bridge works (Latest Revision). including cost, conveyance, taxes, cess,royalties of all materials, cost of labour, T&P required for the work etc. complete as per specification & direction of the Engineer - in- Charge. |
| 12 | R.C.C M15 grade insub structure as per approved drawing andtechnical specifications as per Section 1500, 1700 & 2100 ofMoSRT&H Specifications for Road & Bridge works (Latest Revision). including cost, conveyance, taxes, cess,royalties of all materials, cost of labour, T&P required for the work etc. complete as per specification & direction of the Engineer - in- Charge. |
| 13 | R.C.C M25 grade in foundation of structure as per approved drawing andtechnical specifications as per Section 1500, 1700 & 2100 ofMoSRT&H Specifications for Road & Bridge works (Latest Revision). including cost, conveyance, taxes, cess,royalties of all materials, cost of labour, T&P required for the work etc. complete as per specification & direction of the Engineer - in- Charge. |
| 14 | R.C.C M25 grade in substructure as per approved drawing andtechnical specifications as per Section 1500, 1700 & 2100 ofMoSRT&H Specifications for Road & Bridge works (Latest Revision). including cost, conveyance, taxes, cess,royalties of all materials, cost of labour, T&P required for the work etc. complete as per specification & direction of the Engineer - in- Charge. |
| 15 | R.C.C M25 grade indeck slabas per approved drawing andtechnical specifications as per Section 1500, 1700 & 2100 ofMoSRT&H Specifications for Road & Bridge works (Latest Revision). including cost, conveyance, taxes, cess,royalties of all materials, cost of labour, T&P required for the work etc. complete as per specification & direction of the Engineer - in- Charge. |
| 16 | R.C.C M20 grade in foundation raftas per approved drawing andtechnical specifications as per Section 1500, 1700 & 2100 ofMoSRT&H Specifications for Road & Bridge works (Latest Revision). including cost, conveyance, taxes, cess,royalties of all materials, cost of labour, T&P required for the work etc. complete as per specification & direction of the Engineer - in- Charge. |
| 17 | R.C.C M20grade in substructure as per approved drawing andtechnical specifications as per Section 1500, 1700 & 2100 ofMoSRT&H Specifications for Road & Bridge works (Latest Revision). including cost, conveyance, taxes, cess,royalties of all materials, cost of labour, T&P required for the work etc. complete as per specification & direction of the Engineer - in- Charge. |
| 18 | R.C.C M30 grade inwearing coat including steel of CD work as per per approved drawing andtechnical specifications as per Section 1500, 1700 & 2100 ofMoSRT&H Specifications for Road & Bridge works (Latest Revision). including cost, conveyance, taxes, cess,royalties of all materials, cost of labour, T&P required for the work etc. complete as per specification & direction of the Engineer - in- Charge. |
| 19 | Cutting, straightening coiled or bent up M.S. rods and Tor steel bending binding welding and joining if necessary and laying the grills and placing in position as required for R.C.C work and for providing Fan hooks hoisting lowering and laying including cost, conveyance and taxes of M.S. rods or Tor steel and binding wires of 18 to 20 gauge required for the work for bending binding and tying the grills in all floors (payment will be made on weight of M.S. rods andtowards the weight of binding wires). |
| 20 | Providing and laying of filter media with stone crushed aggregates of 45mm size satisfying the requirements laid down in Clause 2504.2.2 of MoSRT&H Specification 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 surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specifications. |
| 21 | Providing weep holes as per approved drawing and technical specification as per Section 2700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) |
| 22 | Cement washing one coatto outside surface of walls after cleaning the surface including watering and curing etc.complete in all floors . |
| 23 | Painting two coats to iron work with paints of approved shade in floors to iron works including sandpapering polishing the surface cost,conveyance,taxes of all materials and with T&P required for the work including cost of paints etc.complete in all respect. |
