GSST MARG KE KM 7 GAURIYAPUR JALALABAD GUGRAPUR HOTE HUE GANGA GAT TAK ODR KAR WIDENING AND STRENGTHENING KA KARYA

Amount

Excavation for roadwork in soil with hydraulic excavator 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 within all lifts and lead upto 1000m. As per Morth&H Specification. 301

Construction of Embankment with approved material obtained from borrow pits with all lift and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 As per Morth&H Specification. 305

Construction of Embankment with approved material obtained from site of way with all lift and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2, only for complaction

Construction of Granular sub base by providing Coarse graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting Vibratory roller to achieved the desired density. As per Morth&H Specification. 401

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 carriage 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. As per Morth&HSpecification. 406A.

Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC cmenet and 3.50% Emulsion in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density.(ETA) As per Morth&HSpecification. 406A.

Providing and laying Bituminous Concrete with 120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects As per Morth&HSpecification. 507B

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 form or slip form 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 As per Morth&HSpecification. 602

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No.300-2 (As per MORTH sps-305)

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. As per Morth Specification. 2100

RCC Grade M20 using batching plant transit mixer & Manual placing. Case-II (12.08)

Supplying, fitting and placing placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications No. 1600

Providing Weep Holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 110 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications. As per Morth Specification. 2706 & 2200

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. 2504

Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm 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 Specification.As per Morth Specification. 710.1.4.of IRC:78 and 2504.2

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications. As per Morth Specification. 1300

Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications As per Morth Specification. 1300 & 2200 (13.03)

Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications As per Morth Specification. 1300 & 2200 (13.02)

Providing and laying Reinforced Cement 900 mm NP3 Hume pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. As per Morth Specification. 1100

Maintenance of Second year @ 0.25% of Works (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable)

Maintenance of Third year @ 0.50% of Works (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable)

Maintenance of Fourth year @ 0.75 % of Works (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable)

Maintenance of Fifth year @ 1.00% of Works (Rates are including all taxes, royalty, labour cess etc but Exculding GST shall be paid as per applicable)