Irrigation Department Tender

Cement plaster in 1:6 C.M. Upto 12mm thick with local sand on brick masornary of stopper wall including cost of all material , labour , T &P etc required for proper completion of the work.

Earth work in excavation of foundation in all type of soil with all lead ,lift & proper disposal of earth and back filling etc. required for proper completion of the work.

Centering & shuttering for R.C.C. Work including cost of materials, upto 3M Span

Centering & shuttering for C.C. Work including cost of materials.

Laying P.C.C. in 1:3:6 in foundation with 20-40 mm size Stone grit & coarse sand having F.M. not less than 2.0 including cost of all material, labour and T&P etc. required for proper completion of the work.

Laying C.C. in 1:2:4 with 10 to 20 mm size crushed Stone grit & coarse sand having F.M. not less than 2.0 including cost of all material, labour and T&P etc. required for proper completion of the work.

Laying R.C.C. in 1:1:2 (M-25) in wall & slab with 10 to 20 mm size crushed Stone grit & coarse sand having F.M. not less than 2.0 including cost of all material, labour and T&P etc. required for proper completion of the work.

1st class brick work with 1st class brick & coarse sand having fm not less than 2.0, including cost of all material, labour and T&P etc. required for proper completion of the work.

S/F of 100 mm diadrainage spout pipe including cost of material, labour & T&P required for proper completion of the work.

Cutting, bending, binding and placing steel reinforcement including cost of binding wire and cost of steel, labour,T&P etc. required for proper completion of the work.

Laying C.C. in 1:1:2 (M-25) in Wearing Coat with 4.75 to 10 mm size crushed Stone grit & coarse sand having F.M. not less than 2.0 including cost of all material, labour and T&P etc. required for proper completion of the work.

Providing, laying, spreading and compacting stone aggregates of 22.4-53mm size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller applying and brooming, screening Type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.

Construction of un-reinforced, plain cement concrete pavement,thikness as per design, over a prepared sub base with 43 grade cement or as per clause 1501.2.2 M30@ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity appropriate weight batcher using approved mix design,laid in approved fixed side formwork(steel channel,laying and fixing of 125 micron thick polythene film,wedges ,steel plate including leweling the form work as per drawing),spreading the concrete with shovels,rakes,compacted using needle,screed and plate vibrators and finished in continious oparation including provision of contraction and expansion, construction joints and construction joints,admixtures as approved,curing of concrete slabs for 14 days,curing compound(where specified) and water finishing to lines and grades as per drawing and technical specification Clause 1501 in Lanes of City Portion.

Dismantalling the old and damaged brick on edge soling from diversion after completion of c work including staking of dismantled bricks

Dry brick on edge pitching on canal bank with old & dismantalled S.O.B. bricks including preparation subgrade and filling joints with local sand including cost of local sand but excluding cost of brick

Supply & Laying of Local sand in filter work including cost Material ,labour and T&P etc.

Supply & Laying of stone grit size 10 to 40 mm in filter work including cost material, labour and T&P etc.

Supply and laying stone boulder 40-60 kg including cost of all material,Carriage upto site, loading, unloading, stacking etc. required for proper completion of work.