Strengthening Work of Madhopur Padri to Pure Shuklan village via Raghupur Road including 5-year maintenance

Providing and laying slurry seal consisting of a mixture of fine aggregates, portland cement filler, bituminous emulsion and water on a road surface including cleaning of surface, mixing of slurry seal in a suitable mobile plant, laying and compacting to provide even riding surface

Providing and applying Tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.30 kg. Per Sqm. On the prepared bitumesious/granular surface.

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, @ 4.00 per cent by weight of total mix and filler transporting the hot mix to work site laying with a hydrosatatic paver finisher with sensor control to the required grade level and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compation as per MoRT& H Specifications Clause 507 complete in all respects.

Providing and applying Tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20 kg. Per Sqm. On the prepared bitumesious/granular surface.

Providing and laying bituminous concrete with 100-120 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

Construction of subgrade and earthen shoulder with approved material obtained from borrowpits with all lifts and leads,spreading,grading to required slope and compected to meet requirement of table 300-2. in patri

Excavation for roadwork in 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 a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 Construction of Drain

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Construction of Drain

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Construction of Drain

Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 Construction of Drain

Excavation in foundation in ordinary soil. Construction of single Row 1000 dia

Plain cement concretewith 4 cm gauge stone ballast ,coarse sand and cement 1:3:6 in foundation as per SI no 280 Construction of single Row 1000 dia

Brick masonry work M-150 in 1:4 cement and fine sand of 1.25 FM in foundation and plinth inc all complete As per SI No-305 Construction of single Row 1000 dia

Supply of 1000 mm dia NP3 Hume pipe including cartage complete. Construction of single Row 1000 dia

Laying of 1000 mm dia NP3 Hume pipe in proper position complete Construction of single Row 1000 dia

Pointing with cement mortar (1:3) As Per SI No-574Construction of single Row 1000 dia

Maintenance Cost @ 2.50% As per Go No. 17/2024/Sa-113/23-23-1-2024-23-1099/113/2023 Dt 16.01.2024 and 3689C/PRML/Mul-23-24 Dt 17.02.2024

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