Sarwat Phatak to Rateri via Naseerpur road in Km 2 Re-Construction of 2X5 Span Small Bridge

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres.(including Dismantaled brick ballast received from dismantling Taking 50% (Credit to Estimate))

Earth work in excavation of foundation of structures as per drawing and technical specification, lincluding setting out, construction of shoring and bracing, removal of stumps and other deletrerious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.

Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and technical specification

Dewatering of foundation, trenches by 5 HP diesel oprator pumps including all labour materils, T&P etc. complete work (Taking unit 1Hrs per Pumps) Complete in all Respects Excluding G.S.T..

Sand filling in foundation Trenches as per Drawing & Technical Specification

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.

Plain /Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC M 20 Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications. Height upto 5m PCC Grade M20 using batching plant transit mixer & Concrete pump

Plain /Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications R.C.C. Grade M 30 Height upto 5m. RCC Grade M30 using batching plant transit mixer & Concrete pump

Supply, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications

Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering as per drawing and Technical Specifications

Providing weep holes in Brick masonry/ Plain /Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure wih slope of IV:20H towards drawing foce, complete as per drawing and Technical Specifications

Struck Pointing with cement mortar 1:3 on brick work in substructure as per Technical Specifications

Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical Specification.

Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

Back filling behind abutment wing wall and return wall complete as per drawing and Technical Specification

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 MorT&H clause 2504.2. Complete in all Respects Excluding G.S.T

Providing Diversion for safe movement traffic during the construction of bridge/ for making of Diversion provided the 1.2 mtr dia NP-3 Pipe for drainging system of small Rajwaha Including all taxes & work shoud be done as per site condiction & requriment as per direction in E/I Earth work in excavation for pipe

Providing & laying GSB material below RCC pipe

Laying Reinforced cement concrete pipe NP4/prestressed concrete 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 .

Construction of Sub-grade and earthen shoulders 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.

Laying and compacting of brick ballast / brick bats material receive from dismentling of existing damage culvert

Brick Soling with Strainght Over Burnt Bricks Laid on edge pavement on with bricks, laid dry joints filled with local sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm. (3/8") depth of local sand over the subgrade and including supply of all materials, labour Tools &plants etc. required for proper completion of the work.As Per S.I.No 762 B (For Rourt Diversion) Excluding G.S.T.

Supply & fixing of cautionary / infomatry sign board

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

Conbstruction of Granular sub-base by providing coarse graded material, spreading in uniform layer 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 400-2

WBM Grading 3 Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (A) By Manual Means

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve 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

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