Construction of 1.50 Span RCC culvert including up-gradation of Lane by way of providing and laying of 150mm thick WBM Grade-II (Shingling), 75mm thick WBM Grade-III (Metalling) and 25mm thick OGPC at Bashir Gujjar Basti Lane No. 6 upto H/o Choudhary

Amount

Earthwork in all kinds of soil excavation by manual means in trenches for foundations, drains, pipes, cable etc. (not exceeding 1.5 in width) and for shafts, wells, cesspits and the like not exceeding 10 Sqm on plan, depth upto 1.5 Mtr including disposal of excavated earth upto 1 Mtr from cutting edge, disposed earth is to be levelled and neatly dressed.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level in 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate) 40mm nominal size crushed.

Providing and laying in position cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) excluding cost of centering and shuttering. All work upto plinth level.

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

Providing and laying 50mm thick cement concrete flooring in 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size crusher aggregate).

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

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

Foundations, footings, bases of columns.

Suspended floors, roofs, landings, balconies and access platforms.

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

Banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or wooden or steel rammers and rolling every third and top-most layer with power roller of minimun 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, guide banks etc. lead upto 50 mtr. and lift upto 1.5 mtr. in all kinds of soil.

Providing & laying water bound macadam with specified stone aggregate screening and binding material including screening, sorting to template and consolidation with power road roller 80-100 KN capacity. Base course with 63mm – 45mm size including screening 13.20mm size in two layers of 75mm thick (consolidated) each.

Providing & laying water bound macadam with specified stone aggregate screening and binding material including screening, sorting to template and consolidation with power road roller 80-100 KN capacity. Base course with 53mm – 22.40 mm size including stone screening 11.20 mm size.

Providing and laying 25mm thick compacted premix carpet surfacing manually with 2.25 and 1.12cum of stone chipping of 13.2mm size and 11.2mm size respectively per 100 sqm and 52Kg and 56Kg of hot bitumen per cum of stone chipping of 13.2mm and 11.2mm size respectively including preparation of surface as per specifications and laying of tack coat with hot straight run bitumen of grade 80/100 spraying the bitumen manually @ 0.50Kg/Sqm over B.T surface and 0.75 Kg per sqm over WBM surface and finally finishing the surface with seal coat, with bitumen using 128Kg of bitumen of grade 80/100 bitumen per cum of fine aggregate and 0.60cum of fine aggregate (crusher sand) per 100sqm of road surface including rolling with 6 to 9 tonne capacity road roller complete (including cost of Bitumen with all leads, lift and carriage from source to site complete).

Carriage of material by Mechanical Transport including loading / unloading and stacking at site complete.

Stone aggregate above 40mm size for an avg. lead of 20 Kms.

Stone aggregate /Screening / Dust for an avg. lead of 20 Kms.

Sand for an avg. lead of 20 Kms.

Disposal of excavated earth / mulba for an avg. lead of 5 Kms.

Rohit Kumar

Vicky Sharma

Sanjay Kumar

Irshad Ahmed Mir

M/S DIN DAYAL SHARMA