Improvement of Hamirpur Sujanpur Thural Maranda road Km. 24/135 to 59/775

Amount

Earthwork in excavation for all types of road structures such as retaining wall, breast wall, culverts, drains and parapets etcetra in all type of classification of soil comprising of ordinary soil, ordinary Rock,Hard rock, chiseling/wedging out of rock (where blasting is prohibited ) as per drawing and technical specifications Clause 305.1 and as per direction of the Engineer -in - charge including setting out, shoring and bracing, removal of stumps and other deleterious material and disposal of material upto any leads and upto any lifts , including dressing of sides and bottom and backfilling in trenches with excavated suitable approved material to the original surface in layers not exceeding 150mm (one hundered and fifty millimeters) compacted thickness including shoring and strutting and pumping and bailing out water (surface and sub soil water) upto any depth and any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of the Engineer - in Charge . Including carriage of materials within all leads and lifts and other incidental .

Providing and laying mechanically mixed and vibrated concrete for plain/reinforced concrete in open foundations for all types of structure complete of plain cement concrete grade M-10 (M Ten) nominal mix 1:3:6 (one cement :three sand :Six graded crushed /broken stone aggregate 40 mm (Forty milimetrs) nominal size in or under water including curing complete, pumping or bailing out water ,dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights/depths including the cost of form work as per drawings and technical specifications Clause 802, 803, 1202 & 1203 and as per the direction of Engineer-in-Charge including carriage of material within all leads and lifts and other incidentals .The rate including of octroi, royality, Malkana, toll tax, Sale Tax or other taxes imposed by the government.

Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.225 (zero poit two two five kilogramme) per Square metre on the prepared bituminous surfaces treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503. including hauling of materials in all leads and lifts, as per the entire satisfaction and direction of Engineer -in-Charge including carriage of materials within all leads and lifts and other incidentals.The rate including of octroi, royality, Malkana, tolltax, Sale Tax or other taxes imposed by the government.

Providing and laying 25mm (Twenty five millimetre) compacted thick Semi dense Bituminous Concrete with crushed stone aggregate of grading -I (One), 13.2 (Thirteen point two) millimetre nominal size, using bitumen VG-10 (VG-Ten) minimum 4.75% (Four point seven five percent) of weight of mix and filler on thoroughly cleaned surface by mechanical broom and dust removed by compressed air, mixed in computerised batch mix/HMP of 100-120 (Hundred to one hundred twenty) TPH capacity calibrated from time to time, mixing the bituminous concrete as per approved job mix formula from approved laboratory, transporting the mix material in clean insulated vehicles covered while in transit or awaiting, tipping and laying with hydrostatic paver finisher with sensor control to the required level alignment and grade, rolling with smooth wheeled, vibratory and tandem power road roller to achieve the desired compaction as per MORT&H specification clause 507( 5th revision) complete , within all leads and lifts including carriage of materials, plants and equipments by mechanical transport, as per the direction of Engineer-in- Charge. Nothing extra will be paid for higher bituminous contents required as per job mix formula.

Providing and laying mechanically mixed and vibrated concrete for plain/reinforced concrete in open foundation for all types of structure of plain cement concrete 1:5:10 (One cement: Five sand:Ten graded crushed / broken stone aggregate 40 mm (forty milimeters) nominal size) curing complete including the cost of form work in Retaining walls Breast walls, in or under water complete including, pumping or bailing out water ,dewatering removal of slush as required at site which may arise at the time of laying under water complete for all heights/depths as per drawings and technical specifications Clause 802, 803, 1202 & 1203. The size of plum shall usually be 150 mm to 300 mm (one hundred fifty milimetre to three hundred milimetre) including carriage of material within all leads and lifts and other incidentals .The rate including of octroi, royality, Malkana, tolltax, Sale Tax or other taxes imposed by the government.

Back filling with granular material behind abutment, wing wall return wall and retaining walls complete as per drawings & technical specification Clause 1204.3.8 and as per direction of the Engineer -in-Charge including carriage of materials within all leads and lifts and other incidental.The rate including of octroi, royality, Malkana, tolltax, Sale Tax or other taxes imposed by the government.

Providing and laying weep holes in brick masonry/stone masonary, plain/reinforced concrete abutments,wing walls,return walls,and Breast /retaining walls with 100 mm (One hundred milimeter) diameter PVC pipe extending through the full width of the structure with a slope of 1 (one )vertical :20 (twenty) horizontal towards draining face complete as per drawing and technical specifications Clauses 614,709,1204.3.7 and as per the direction of the Engineer -in-Charge including carriage of materials within all leads and lift and other incidentals.The rate including of octroi, royality, Malkana, tolltax, Sale Tax or other taxes imposed by the government.

Construction of embankment for roadway with approved material deposited at site from roadway cutting and excavation from drains and foundations of other road structures or other sources in layers of suitable thickness not exceeding 200 mm (Two hundred milimeter) thick every layers compacted with 80-100 (Eighty desh Hundred) K.N static/ vibratory road roller to meet the requirement of table 300.1 and 300.2 Technical specifications to lines, grades, levels and cross sections as per Drawings or direction of the Engineer-in-Charge to specification clause Number 301 and other relevent clauses including preparation of foundation for embankment in all kinds and classification of soils including saturated soil within all leads and lifts. the rate shall include carriage of machineries, equipments, tools and materials and safety measures payment of all taxes, octroi royality and other incidentals necessary to complete the work in all respects.

yudhbir infrastructure private limited

Sanjeev

M/s Kamala Enterprises