Construction of Road Network (Parallel Road R11A, R16, L10, L11 , L12) at SIDCO Industrial Complex, Ghatti Kathua. (Phase -II.)

Amount

Earthwork in excavation by mechanical means over areas (exceeding 30 cm in depth and 1.5mtr, in width as well as 10 Sqm. on plan) including disposal of excavated earth in filling wherever required including all lead, lifts and disposal of surplus earth at a suitable place as per direction of Engineer-in-charge (Complete job) All kind of soil.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. layers not exceeding 20cm depth, consolidating each deposited layer by ramming and watering lead upto 50m and lift upto 1.5m.

Providing & Laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level. 1:5:10 (1 cement: 5 Coarse sand : 10 graded stone aggregate 40mm nominal size) Crushed.

Providing & Laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work upto plinth level. 1:3:6 (1 Cement: 3 Coarse sand : 6 graded stone aggregate 20mm nominal size) Crushed.

Providing & laying damp proof course 40mm thick with cement concrete 1:2:4 (1 Cement: 2 Coarse Sand : 4 graded stone aggregate 12.5mm nominal size) Crushed

12 mm cement plaster of mix 1:6 (1cement : 6 fine sand).

Providing & laying in position specified grade of Reinforced cement concrete excluding the cost of centering shuttering, finishing, and reinforcement all work upto plinth level 1:1.5:3 ( 1 Cement: 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size)

Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all complete. Cold twisted bars.

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

Foundations, footing, bases of columns etc. for mass concrete.

Suspended floor, roofs, landings, balconies and access platform.

Edges of slabs and breaks in floors and walls under 20 cm wide.

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

Supplying and stacking of graded stone aggregate at site of size range.

63mm to 45mm Crushed

53mm to 22.40 mm Crushed

Supplying and stacking of stone screening/chippings at site.

13.20mm nominal size (Type A)

11.20mm nominal size (Type B)

Supplying and stacking of moorum at site.

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. complete (Payment for stone aggregate, screenings, kankar, moorum and red bajri etc. to be made separately)

Base course with 63mm to 45mm size including stone screenings 13.20mm size. (in two layers)

Base course with 53mm to 22.40mm size including stone screenings 11.20mm size (in two layers)

Providing & Filling of River Bed Material (RBM) in layers including watering, rolling with Power Road Roller of minimum 8 tonnes and dressing up in embankments for roads or filling up ground depressions.(Complete Job)

Carriage of material by mechanical transport including loading /unloading and stacking.

Sand for a lead of 26 km

Stone aggregate below 40mm nominal size for 23 km.

Stone aggregate Above 40mm nominal size for 23 km.

Screening for 23 Km

Crusher dust/Moorum for 23 Km

Providing, laying, spreading and compacting graded stone aggregate (size range 53mm to 0.075mm) 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 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer – in – Charge.(Complete Job)

Providing & Laying 50mm thick compacted premix bituminous macadam base course with stone aggregate of quality, size and grading as specified in CPWD specifications and straight run bitumen of grade 80/100 @ 4% by weight of total mix including hot mixing of stone aggregate and bitumen in hot mix plant, transporting mixed material and laying mixed material with paver finisher (Sensor controller) to the required level and grade, rolling with road roller of 8 to 10 tonne capacity to achieve the required compaction and density, including cost of priming coat/tack coat @ 0.75 Kg/Sqm on WBM surface including cost of bitumen and all sort of taxes . (Complete job)

Providing & Laying 25mm thick SDBC on surface with specified graded stone aggregate for wearing including loading of aggregate with F.E loader and hot mixing of bitumen with filler and stone aggregate in hot mix plant, transporting the mixed material by tipper to paver finished at site of mark and laying the mix material with hydrostatic paver finisher. (sensor controller) to the required level and rolling with power road roller of 8 to 10 tonne capacity to achieve desired density and compaction including cost of premixing coat filling RBM on berms at both sides of roads of road surface tack coat on B.M surface @ 0.50Kg/Sqm, including cost of bitumen and all sorts of taxes. (Complete Job)

Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/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. (Complete Job)

Providing & mixing of chemical admixture Evotherm or equivalent in B.M & SDBC for proper binding of premixing at low temperature (10° to 25° Celsius) @ 0.50% of the chemical to be mixed as per weight of Bitumen.

PEER BABA ASSOCIATES

Satish singh

NEW JEHLUM CONSTRUCTION CO.

M.S Gee Kay Traders