Strengthening work from chainage 0.000 to 25.900 of Lalganj-Manjhanpur-Mau road (State Highway No. 171) in District-Pratapgarh.

Amount

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 within all lifts and lead upto 1000m in Bogi action

Dismantling of flexible pavements of Bituminous Course and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately.

Dismantling of flexible pavements of Granular Course and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately.

Providing and laying local sand filling including watering compaction etc. as per Technical Specification

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

Construction of granular sub-base by providing coarse graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401

Construction of granular sub-base by providing coarse graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (Excluding cost of stone ballast size 53mm to 9.50 mm)

Providing, laying and spreading and compacting graded stone aggregate to wet mix macadam specification inculding Premixing the matreial with water at O.M.C. with in mechnical mix plant (pug mill) carriage of mixed material by tipper to site. Laying in uniform layer in sub base/base coarse on well prepared sub base and compacting bibratory roller To achive desired density.

Provding laying and spreading of graded stone aggregate (WMM) after mixing with 1% OPC Cement and 3.50% Emulssion and water at OMC in mechanical mix plant carriage of mixed material by tipper to site and laying in uniform layer on sub base/ subgrade and compacting with the road roller to achive the desire density (ETA)

Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom for DBM amd BC layer.

Providing and laying dence graded bituminous Grading-I macadam with higher capacity batch type HMP using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 4.0 % by weight of total mix and filler, transported to site, laid over a previously prepared surface with paver finisher with sensor Control to the required grade, level and alignment and rolled to achieve the desired compaction as per morth specification clause 505 complete in all respects. as per MORTH specification.

Providing and laying bituminous concrete Grading-II with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4 percent 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 in all respects.as per MORTH specification. Clause No. 507

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 specification.

Dismaintling of brick work in lime mortar/cement mortar (Existing Arch Bridge) as per S.I. NO 692

Excavation in foundation in ordinary soil (Loam clay, or sand ) including lift upto 1.5 m & lead up to 30.0 Mtr & including filling,watering and ramming ofexcavated earth in to the trenches or in to the space between the building and the sides of foundataion trenches or in to the plinth and removal & disposal of surplus earth as directed by the Engineer- In-Charge up to a distance of 30.0 Mtr from the foundation trenches including royality

PCC M-15 in Foundation using batching plant and manual placing including all charges as per Technical specification.

First class brick work in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials,labour and t&p etc required for proper completion of the work.

First class brick work in 1:3 cement and coarse sand mortar in Super structure and plinth including supply of all materials,labour and t&p etc required for proper completion of the work.

Pointing in 1:3 Cement Mortar including supply of all materials,labour and t&p etc required for proper completion of the work.

RCC Grade M25 using batching plant transit mixer & manual placing including all centring and shuttring charges as per Technical specification.

HYSD Substructure Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation and super structure complete as per Drawing as per MORTH specification.

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 with slope of 1V :20H towards drawing face. Complete as per MORTH 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 MORTH specification.

Providing and Laying flooring complete with Rubble stone laid in cement mortar 1:3 as per Drawing and Techenical specification laid over cement concrete (M-15) bedding. as per MORTH specification.

Providing and laying Boulders Apron on river bed for protection against scour with stone boulders weighing not less then 40 Kg. Each complete as per Technical specification

Providing and laying Cement Concrete wearing coat M-30 grade including Reinforcement centring and shuttring etc. complete as per drawing as per MORTH specification.

Providing and Laying 40mm. Guage O.B.B. ballast (dry brick ballast) with local sand Complete as per S.I. No. 293 in foundation Including labour and material all charges as per Tech. specifications.

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. (Grit from Kabrai Quarry) Including labour and material all charges as per Tech. specification.

Supply and Laying of H.P. NP3 Including cartage upto site laying with coller joint filling in cement mortor with Jute, labour T&P etc. 1000 mm

Supply and Laying of H.P. NP3 Including cartage upto site laying with coller joint filling in cement mortor with Jute, labour T&P etc. 600 mm

Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications Including labour and material all charges as per MORTH specification.

RCC Grade M20 using batching plant transit mixer & manual placing including centring and shuttring all chargesas per MORTH specification.

Ashok Kumar Chhabra Constructions Pvt.Ltd. (BID ID -4964549)