Permanent Restoration of Gadodi to Kote road Under Road Sector UT Capex Budget 2025-26

Earthwork in excavation by mechanical means (Hydraulic excavator) in trenches for foundation, drains, pipes etc. (not exceeding 1.5m in width) and for shafts, wells, cesspits and the like not exceeding 10sqm on Plan, including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out the excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 mtr.

All Kind of soil. = 80%

Ordinary rock =20%

Providing and laying cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: a) 1:4:8 (1 cement:4 coarse sand:8 graded stone aggregate 40mm nominal size).

Providing and laying cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level with: a) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size)

Providing and laying cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: a) 1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) with 20% boulders.

Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: a) Cement mortar 1:6 (1 Cement : 6 coarse sand)

Dumping stones in horizontal i.e. on level including cost of stones.

Hand packing stones in wire crates of B.A. wire 4mm & mesh of size 10cm x 10 cm including cost of stones & wire crates. The wire crates length should not exceed 6.00 mtr.

Providing and laying damp proof course 50mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand:4 graded stone aggregate 20mm nominal size) and curing complete.

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

Foundation, footings, bases of columns etc. for mass concrete.

Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.

Providing and laying 900mm dia RCC Hume Pipe non pressure of specified class RCC pipes including collars / spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement:2 fine sand) including testing of joints etc. complete.

Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. i) Non-pressure NP-3 class (Medium duty) R.C.C. pipes : a) 450 mm dia. R.C.C. pipe

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 upto 50 m and lift upto 1.5 m.

Providing and fixing on wall face un-plasticized 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 : a) 75 mm diametre

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. a) 50mm thick with 20 mm nominal size stone aggregate.

Supplying, sorting and spreading of (River Bed Material) R.B.M. as per instructions of the Engineer-in-charge including all leads and lifts carriage of material by M.T. (complete job).(LMR)

Engagement of Earth Excavator 75 H.P. for removal of slips in all kinds of soils, clearance of side drain and disposal of same outside the periphery of the area cleared by engaging of tractor / trolly wherever required (all inclusive including POL) as per the directions of the Engineer-In-Charge. (LMR)

Carriage of the following materials by Mechanical Transport from source to site of work incl. loading, unloading and stacking complete :-

Sand from Hut Mashka for an average lead of 30.00 Km. by M.T.

Stone aggregate (Crusher bajree) below 40mm nominal size from Hut Mashka for an average lead of 30.00 Km. by M.T.

Stone aggregate 40mm nominal size & above from from Hut Mashka for an average lead of 30.00 Km. by M.T.

Stones / boulders from local nallah for an average lead of 10.00 Km.