(Nigam nidhi) Construction of New Naliya at Tel Mill Wali Gali Daddu ata chakki wali gali. Ward 14. Zone 04 File No. 429/25X3/6.

Dismantling of existing structures by manual means comprising of masonry , cement concrete, woodwork, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all liftS and lead up to 1000 meter and as per relevant clauses of section-200 in. (i) Concrete b) Plain Cement Concrete Grade M-15& M-20

Earth work in excavation for foundation, trenches for pipes/cables or drains etc. by mechanical means/ manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed.

Transportation By Mechanical means including loading, unloading and stacking 2 km Steel/G.I. sheet/Pipes/Fuel wood/ Coal/ Cement/ Bitumen

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth Cement concrete grade M-7.5 (Nominal Mix) with 40 mm maximum size of stone aggregate

Providing and laying Cement Concrete grade M-20 (Nominal mix 1:1.5:3) with 20 mm graded crushed stone aggregate, mixing shall be in mechanical mixer, laying with paver compacting by use of pin, plate/ screed vibrators including formwork by strong steel girders fixed by spikes, separation embrane 125 micron thick, i/c cutting of joints @ 4 to 5 m interval & filling it with hot applied bituminous sealant (with outdowel bars). (max. thickness 20cm) . Deduct from Item No. 6.2, 6.3 and 6.6 above if paver with Electronic sensor is not used and laying, compaction is done by any other method (Note:- The acceptance criteria regarding level, thickness, surface regularity, texture finish, strength of concrete and all other quality control measures shall be the same as in case of machine laid work.) This item is to be executed with Prior written permission of Engineer-in-charge (@391/CUM)

Centering and shuttering including Strutting, propping stretching etc. complete for and removal of form work by sheet plate or plywood shuttering for Foundations, footings, bases of columns, etc. For mass concrete.

Providing and laying non-pressure NP3 class (Mediumduty) R.C.C. pipes collar jointed with stiff mixture of cement mortar in the proportion of 1:2(1cement: 2 fine sand). (a) Size 300 mm dia meter

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