C/O link road village Bhawai Baleech road km. 0/00 to 2/870 (SH - C/O RCC Retaining wall at RD. 1/210 to 1/220 1/222 to 1/230, and Breast wall in PCC at RD 1/200 to 1/240 and hume pipe culvert at RD 1/221 )under MMGSY

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size)

1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:

1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size

Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars.

Back filling behind abutment ,wing wall and return wall complete as per drawing and technical specificaition clause 1204.3.8 (One thousand two hundred four point three point eight) Granular material including all leads,lifts and carriage of materials as per HP.PWD specification including hauling of material in all leads, lifts as per the entire specification and direction of Engineer-in-charge

Providing weep holes in brick masonry/stone masonry, plain/reinforced concrete abutmen,t wing wall return wall with 100mm dia PVC pipe extending throught the full width of the structure with slopes of 1(V):20(H) towards drawing face complete as per drawing and technical specification clause 614,709,1204.3.7 .as per HP.PWD specification 1990 volume-I, including carriage of all labour equipment and material to various location through all modes of transportation in all leads and lifts as per entire satisfaction of Engineer in charge.

Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete 900 mm dia. R.C.C. pipe

Babu ram

DESH RAJ

Rati ram

Ramesh Chand

Vikram Chauhan

Tapender Thakur

Ankush kumar