Levelling and grading of area 24 and 06 side in newly acquired land at S.V. Airport, Raipur

Amount

Earth work in excavation with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross section, and transporting to the embankment/filling location within all lifts and leads within AAI premises including construction of embankment with excavated earth at locations by spreading soil in layer not excading 20 cm in loose including breaking chods, watering and consolidating each layer with 8 to 10 tome capacity vibratory roller to achieve min. 95% relative compaction (field density), required slope as per MoRth specification and direction and satisfaction of Engg-in-charge.

Supplying and laying good earth in layers of 20cm finished depth, breaking clods/ over size material, removal of stumps/roots and the like & watering, grading/levelling each layer with dozers/grader and rolling every layer with vibratory roller/ earth compactor of minimum 8-12 tonnes capacity to achieve Min 95% relative compaction (field density) and dressing to the required grade, camber and slope complete as per specifications and as directed by the Engineer-in-charge.(filling material confirming to CBR value not less than-10) (The item includes cost of work, payment of necessary royalty, carriage of good earth upto work site for all leads and lifts involved for compacted quantity only).

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. a) All kinds of soil

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : a) bituminous road

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : a) 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)

Centering and shuttering including strutting, propping etc. and removal of form for a) Foundations, footings, bases of columns, etc. for mass concrete

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 : a) 450 mm dia RCC pipes.

b) 600 mm dia RCC pipes.

Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. a) Beyond 30 cm girth upto and including 60 cm girth

M/s Awadhesh Construction

MD RIYAJUDDIN

A SIDDHI CONSTRUCTION CO

SSD CONSTRUCTION

Y SAHITYA

R K MISHRA AND COMPANY

TANAYA AGRAWAL

RKBUILDER

LAKSHMI SRINIVASA CONSTRUCTIONS