Widening and Strengthening of Khooja to Umra Via Hardaspur Thone Road

Construction of embankment with ordinary soil obtained from road site with a lift upto 1.5 m and lead upto 30 m, spreading, grading to required slope and compacting to meet requirement of Tables 300.2

Construction of embankment with ordinary soil obtained from borrow pits with all lift and lead upto 1.00 km, Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 (patri In Abadi Portion)

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

Construction of granular sub-base by providing coarse graded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieved the desired density, complete as per clause 401 coarse graded G-1

Providing, laying, spreading and compacting graded stone aggregate to Stablizedwet mix macadam specification including premixing the Material with water at OMC .1.00% cement by wt and 3.5% Emulsion in mechanical 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 compacting with vibratory roller to achieve the desired density.

Wet Mix Macadam 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 paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying tack coat with bitumen VG10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the bituminous surface for DBM & BC

Dense Graded Bituminous Macadam Grading - II (19 mm- Nominal Size) 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 V.G. 30 @ 4.5 per cent by weight of total 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.

Bituminous Concrete, Grading II: 13 mm (Nominal Size) 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 binderVG30 @ 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 un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 350 kg per cum (M-30 grade concrete), 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

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

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 of sides and bottom and backfilling with approved material by Mechanical Means

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.

Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203

Providing and laying RCC Hume Pipe- 350 mm dia NP3

Providing and laying RCC Hume Pipe- 600 mm dia NP3

Providing and laying RCC Hume Pipe- 900 mm dia NP3

Providing and laying RCC Hume Pipe- 1000 mm dia NP3

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204

Plastering with cement mortar (1:3) on brick work in sub structure as per technical specification

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC M-20

Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC M-25

Supplying, fitting, and placing HYSD bar reinforcement in Foundation complete as per drawing and technical specifications

M/S DHYAN SINGH

Shri Jai Prakash Pandey Contractor

M/s S S Associates, Alld