Widening and Strengthening of Kopaganj- Bhatkol Road (ODR) (Length 18.00 KM)

Amount

Excavation for roadwork in soil with hydraulic excavator of 0.9cum 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. As per MoRT&H specification No. 301 Sr. No. 3.6.

Construction of embankment with approved material obtained from site with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. As per MoRT&H specification No. 305 Sr. No. 3.16.

Construction of embankment with approved material obtained from site with all lifts and lead up to 2 km. ransporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. As per MoRT&H specification No. 305 Sr. No. 3.16.

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. as per morth specification No. 305, Sl.No.3.17. (Machanical Compaction Only).

Scarifying the Existing Bituminous road Surface to a depth of 50mm. And disposal of scarified meterial within all lifts and lead upto 1000m. (as per morth clause 305.4.3, Sl.No-3.15).

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepaire surface mixing by mix in place method at OMC and compacting with smooth roller to achieve the desired density, complete as per clause-401(B) Mord.

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mecahnical 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 compacitng with vibratory roller to achieve the desired density. As per SI No. 406.

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 no exceeding 25mm, 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 tod,admixtures as approved, cuting compound, finishing to lines and grades per drawing. As per Specification- 602.

Providing, laying, spreading and compacting 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 cement and 3.5% Emulstion (SS-2 Bulk) in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density. (As per specification No. 406).

Providing and applying tack coat with Bitumen VG-10 using Bitumen Pressure distributor at the rater of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per Techincal Specification Clause 503.

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous (VG-30) binder @ 5.4% 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 MoRT&H Specification Clause 509 complete in all respects.

Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by the Engineer-in-charge within a distance of 60M (200 feet). (As per S.O.R. Chapter No.-17, Sl.No.-4, Sch. PWD-694)

Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing or sides and bottom and backfilling with approved meterial. (as per specification No. 304, S.No.-3.13(B).

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (as per Specification No.-2100, Sl.No.-12.4).

Brick masonery work in 1:3 in substructure complete excluding pointing and plastering as per drawing and Technical specification. (as per specification 1300 & 2200, Sl.No.-13.1)

Pointing with cement mortar in 1:3 on brick work structure as per technical specification clause 613.3 and 1204.

Supply, laying fixing of Hume pipe 600 mm dia NP-3 in Proper place and position with color joint filled with Jute and cement slury. Including supply of all material, labour T&P etc. required proper completion of work.

Reinforced cement concrete M-20 in Open Foundation complete as per drawing and Technical Specification (1500, 1700 & 2100) (Sl.No.-12.8).

Furnishing and placing reainforced /prestressed cement concrete M-25 in superstructure as per drawing and Technical Specifications. (1500, 1600, 1700 (Sl.No.-14.1)

Supplying, fitting, and placing HYSD bar reinforcement in structure complete as per drawing and technical specifications. (1600 (Sl. 14.2)

Interlocking Tiles- Rubber moulded reflective Zig-Zag 80mm, Providing and Laying of Interlocking Concrete Block Pavements having thikness 80mm as per drawing and technical Specification clause 1504. (As per S.O.R.).

M/S RNS CONSTRUCTION PRIVATE LIMITED

RAHUL CONSTRUCTION CO

M/s. PRAKASH CONSTRUCTION

M/s Tridev Construction