Widening and Strengthening of Jalalpur Puhpi Shahganj Kuchera Road (ODR)

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 upto1000m as per MORTH SI No 301

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 SI No 305

Construction of Embankment and shoulder with Material obtained from borrow pits with all lift and leads,transporting to site ,spreading,grading to the required slope and compacting to meet requirement of table 300-2.as per MORTH SI No 305

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 and shoulder location within all lifts and lead upto 2000m .as per MORTH SI No 301

Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORTH SI No 406

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 1% OPC cement+3.5 % emulsion(SS2) in uniform layer to achieve the desired density as per MORTH SI No 406

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 as per MORTH SI No 503

Providing and laying bituminous concrete (gradeII)with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binde(VG-30) @ 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. 507 complete in all respects

Interlocking Tiles- Rubber moulded reflective Zig Zag 80 mm thick providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawing and technical specification clause as 1504 as per SOR PWD Sch.no 6.7

Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC-M25 as per MORTH S.I.No. 1500, 1700 & 2100

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.RCC Grade M20

Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates of 40mm nominal size mechanically mixed ,placed in foundation and compacted by vibration including curing for 14 days as per MORTH SI No 2100

Brick masonry work in cement mortar 1:3 in Sub structure complete excluding pointing and plastering, as per drawing and Technical Sperifications as per MORTH S.I. No. 1300

Plastering with cement mortor (1:3) on brick work in sub structure as per Technical Sperifications as per MORTH S.I. No. 1300 & 2200

Pointing with cement mortor (1:3) on brick work in sub structure as per Technical Sperifications as per MORTH S.I. No. 1300 & 2200

Supply,fitting and placing HYSD bar complete in sub structure as per drawing and technical specification as per MORTH SI No 1600&2200

Supply and fixing of 10cm internal Dia AC Down pipes required for proper completion of work in weep holes.

Providing and laying of 350 mm Dia NP3 Hume pipe i/c cost , cartage up to site,labour ,T&P etc complete.

Providing and laying of 600 mm Dia NP3 Hume pipe i/c cost , cartage up to site,labour ,T&P etc complete.

Providing and laying of 900 mm Dia NP3 Hume pipe i/c cost , cartage up to site,labour ,T&P etc complete.

M/S LUCKY TRADERS