UPGRADATION OF HELIPAD AT JOLLINGKONG BOP OF 7TH BN ITBP, MIRTHI, PITHORAGARH, UKD

Amount

Earth work in excavartion by mechanical means (Hydraulic excavator)/ Manual means ove areas (exceding 30cm in depth 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50m and lift upto 1.5m disposal earth to be levelled and neatly dressed. All kinds of soil

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttring All work upto Plinth level : 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Random Rubble masonry with hard stone in foundation and plinth incuding levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at plinth level with : cement mortar 1:6 (1 cement :6 coarse sand)

Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level including leeling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) at windows sills, ceiling level and the like : cemeny mortar 1:6 (1 cement : 6 coarse sand)

Dry stone pitching 22.5 cm thick including supply of stones and preparing

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttring All work upto Plinth level : 1:2:4 (1 cement : 2 coarse sand : 4 graded stibe aggregate 20 mm nominal size)

Providing and filling in position, blown bitumen in expansion joints.Details for a joint of 1 cm width and 1 cm depth

Pointing on stone stone work woth cement mortar 1:3 (1 cement : 3 fine sand) : raised and cut pointing.

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. size of filling 150x35x0.86 mtr

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 110 mm diameter

Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish with road marking paint of superior make as approved by the Engineer-in-charge, i/c cleaning the surface of ail dirt, scales, oil, grease and other foreign material etc. and lining out complete. New work (Two or more coats)

Providing filter media behind retaining wall with stone bolder of size ranging 75 mm to 200 mm as per direction of the Engineer-in-Charge including cost of material and labour all complete. (Payment shall be made after necessary deduction for voids)

GDS INFRASTRUCTURE

MS GARG AND GARG CO

MS DALIP SINGH ADHIKARI