Strengthing of L.B.B.P.D.G. road (SH-90) Km-86(400) to 93(030).

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. For Cartage earth 6 Km. Distance.

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.

Scarifying the existing bituminous surface to a depth of 20 mm and disposal of scarified material with in all lift and lead upto 1000 mtr.

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification 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.

Providing, laying and spreading of graded stone aggregate to wet mix macadam 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% emulsion in uniform single layer on sub base/sub grade and compacting with the road roller to achieve the desired density.

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 surface cleaned with hydraulic broom .

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 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. 505 complete in all respects.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant 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. 507 complete in all respects

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.

Plain Cement concrete with 4 cm gauge approved stone ballast, approved coarse sand and cement in proportion of 8:4:1 including supply of all materials, labour and T&P etc. required for proper completion of the work.

Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.

Providing and Laying of interlocking concrete block pavements having thickness 80 mm as per drawing and technical sxpecifications clause.

Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification. M-30

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.

Providing and laying of weephole in brick massonary in abutment and wing wall with 100mm dia PVC pipe extending through the full width of the structuer with slope of 1v:20 H towarddrawing force complete as per drawing and technical specification (MORTH &H-13.8/2706&2200)

Providing and laying reinforced cement concrete in super structure as per drawing and technical specifications clause 800, 1205.4 and 1205.5 (M-20)

Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

Stuck pointing with cement and fine sand of 1.25 fineness modulus morter on stone work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work.

Boaring

Dewatering of ground water for trenches with hire charges operational & fuel charges of pump with operator etc complete as poer direction of E/l.

Laying reinforced cement concrement pipe for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works,back filling,concrete and masonary works in head walls and parapets. 1000 mm dia Np-3.

A K ENGINEERING WORKS

M/S ANMOL ASSOCIATES

M/s MAA AADI SHAKTI CONSTRUCTION

M/S SOBTI INFRATECH LIMITED