Irrigation Department Tender

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. & C.C. Work including cost of materials, upto 3M Span

Laying P.C.C. in 1:3:6 in foundation with 10-20 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 4.75 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.

Double flat brick lining with 1:3 cement mortar with 8 mm thick sand-witched plaster (Ist class bricks and 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 dia ( Length = 0.50 m)drainage 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.

E/W In exacavation for correcting of internal section & removing Diversion with all type of soil including all lead & lift , manual compaction for complete work

S/Providing & fixing of stone wheel guard

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.

Earth work in filling for strengthening of bank in all type of soil including all lead & lift, manual compaction and dressing to profile as per ID specification/Direction of engineer in charge with cost of labour and T&P etc.