P/L 50 mm thick BM and 25mm thick SDBC on main approach road, Road R5-R6, Road L6 and L7

Amount

Providing and laying Bituminous Macadam using crushed stone aggregate of specified grading premixed with bituminous binder, transported to site by tippers, load over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibrator and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specification, and directions of Engineer in – Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.

Providing, laying, spreading and compacting graded stone aggregate(size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 tonne to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer –in-charge.

Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 25 mm compacted thickness with bitumen of grade VG- 30 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mixant of 100-120 TPH capacity.

Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by full/semi-automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.

Earthwork in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 mtr in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and bottom ramming and lift upto 1.5 mtr including getting out the excavated earth and disposal of surplus excavated earth within a lead of 50 mtrs from cutting edge: All kinds of soil

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering (all works up to plinth level) in 1:5:10(1 cement:5 coarse sand 10 graded stone aggregate 40mm nominal size).

Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering (all works up to plinth level) in 1:3:6 (1 cement: 3 coarse sand 6 graded stone aggregate 20 mm nominal size).

Providing and laying damp proof course 40mm thick with cement concrete 1:2:4 ( 1 Cement : 2 Coarse sand : 4 graded stone agg. 12.50 mm nominal size) and curing complete.

Providing & laying in position kerb stone in concrete 1:2:4 of 20 mm size of aggregate made from hydraulic machine and setting (1:3).

Painting with synthetic enamel paint of approved brand and manufacture in two or more coats (on new work).

Applying primer coats with primer of approved brand and manufacture with water thinable cement primer on wall surface having VOC less than 50 gms/Ltr.

Painting with synthetic enamel paint of approved brand and manufacture in two or more coats ( For old work)

Painting with aluminum paint of approved brand and manufacture of required colour to give on even shade one or more coat.

White washing with lime to give an even shade or (New work) three or more coat.

Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish lead upto 50m and lift upto 1.5m in all kinds of soil. Repair and painting of Kerb Stone from RD 0-2700 mtrs =15930.00 Sqm

Providing and laying in position specified grade of reinforced cement concrete) including curing but excluding the cost of centering and shuttering, finishing and reinforcement. All works upto plinth level. 1:1.5:3 (1 cement: 1.5 coarse sand: 3 graded stone aggregate 20mm nominal size

Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-mechanically treated bars of grade Fe-500D or more.Qty: 10 Dia – In Walls – 300 mm C/C B ways.

Centering and shuttering including strutting, propping etc. and removal of form for

Foundations, footings, bases of columns etc.

Suspended floor, roof landings etc.

Edges of slab, breaks in floor etc

12 mm thick cement plaster in 1:6

Filling available excavated earth in trenches side of foundations etc.

Consolidation of Subgrade with Power road Roller of 8 to 12 Tonne capacity including making good the undulations etc. with earth or quarry spoils etc and rerolling the subgrade.

Laying water bound macadam with specified stone aggregate stone screening and binding material including screening, sorting, spreading to template and consolidation with power road roller of 8 to 10 tonne capacity, etc.

Subbase with stone aggregate 63mm to 45mm Grade-II including stone screenings 13.2mm size.

Base course with 53 mm to 22.40 mm Grade-III size including stone screening of 11.2 mm size

Supply and stacking of graded crushed stone aggregate at site of size range (excluding carriage)

63 mm to 45mm size Grade -II

53mm to 22.40mm size Grade –III

Supply and stacking of stone screening/chippings at site excluding carriage.

13.20 mm nominal size (type A)

11.20 mm nominal size (type B)

Supplying and stacking of moorum at site excluding carriage.

Carriage of material by mechanical Transport:

Carriage of Sand for 23 Km

Carriage of Aggregate < 40 for 23 Km

Carriage of Aggregate> 40 for 23 Km

Carriage of moorum

Demolishing Cement Concrete manually/by mechanical means including disposal of material within 50 mtrs lead as per direction of Engineer-in – Charge:

PEER BABA ASSOCIATES

M/s Sujan Singh

TBA INFRASTRUCTURE PVT LTD