Construction of Bashkhari By Pass

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 and Earthen Shoulders 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 Close 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 Vibratory roller to achieve the desired density, complete as per technical clause 401

Providing, laying, spreading and compacting graded stone aggregate in layers 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,laying, spreading and compacting graded stone aggregate to wet mix mcacdam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying with 1% OPC Cement+3.50% Emulsion in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406 of Morth specification. (ETA)

Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.

Providing and laying Dense graded Bituminous Macadam with hot mix plant producing an average output of 75 ton per hour using crused aggregates of specified grading -I premixed with bituminous binder VG-30 @ 4% of mix, transported to site , laid over previously prepared surface with paver finisher to the required grade , lavel and alignment and rolled to achieve the desired compaction. as per MORT&H Specification. No 507

Providing and applying tack coat with bitumen (VG-10) using Bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. Below DBM 1st layer, 2nd layer and BC

Providing and laying bituminous concrete with hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 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 MORTH specification clause No. 509 complete in all respects

Filling of Earth in Patri/shoulders and Central Median with approved Earth obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope to meet requirement of table No. 300-2

Construction of Culverts 3.00m span 02 No. Earth-work Excavation in foundation in ordinary soil (Loan clay or sand) including lift upto 1.5m lead upto 30m including filling watering and ramming of excavated earth. as directed by the Engineer i/c (SI no. 251)

Providing and laying in Cement concrete 1:3:6 (1Cement:3 Coarse sand :6 graded Stone aggregate 20mm nominal size) and curing complete,including cost fo formwork in foundation and floors.(SI no. 281)

Class-150 brick work in 1:3 Cement and Coarse sand of mortar infoundation and plinth including supply of all materials, labour and tools and plants,etc ,required for proper completion of the work.(Sino. 307A)

Providing and laying of weepholes in brick masonary in abutment and wing wall with 100 mm dia pvc pipe extending through the full width of the structure with slop of 1v:20H towarddrawing force complete as per drawing in techanical specification

R.C.C. work with cement approved coarse sand and 2cm (3/4'') gauge approved srone ballast in the proportion 1:1.5:3 (1Cement: 1.5 Coarse Sand and 3 Stone grit 20 mm size) in lintels of doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24BWG binding wire and including necessary centering and shuttering etc. and also including supply of materials labour and tools and plants etc. required for proper completion of the work, strength of the concrete shall not be less than M-200 (SI no.284B)

Mild steel or iron in plain work such as reinforced concrete or reinforced brick work(When not included in an overall rates). Wrought to required shape as necessary including bending for proper completionof the work and including supply of steel its wastage bend hooks and authorised ovelapping shall be measured upto floor two level.

Struck Pointing on brick work with cement mortar 1:2 (1Cement :2 sand)

Construction of Central median as per analysis. 1125 RM Filling of earth obtained from barrow pits with all lefts and lead trasporting to side spreading grading required sloper in median required of Table 300-2

Construction of cement concrete kerb vith top and bottom width 115 and 165mm respectively, 250mm high in M20 grade PCC on M-10 grade foundation 150mm thick, foundation having 50mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408.

Painting or Vanishing on iron works in small areas or new wood work with one coat of ready mixed priming paint & 2 coat of approved superior ready mixed paint of clear syuthetic varnish including supply of all materials, labour and T & P etc. required for proper completion of work. Paint to be used should confirm to the I.S.I. No. 103-1950 (SI.No 641&642)

M/S RAJ BAHADUR CONST. PVT. LTD.

VINDHYACHAL SINGH

SHIV CONSTRUCTION