Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Civil And Construction
Eprocure
Opening Date31 Oct 2024
Closing Soon28 Nov 2024
Tender Amount₹ 1,80,00,000 
Notes
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Costs

  • EMD

    ₹ 3,60,000
  • Document Cost

    ₹ 5,000
  • Tender Fee

    ₹ 5,900

Description

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Earthwork Excavation from canal using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30m (cutting)

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Excavation of soil using hydralic JCB and hydralic tractor trolly i/c cutting and loading in trolly and transporting to the embankment locations with all lifts and lead upto 450 m

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Extra for carriage of earth/soil beyond 450 m but upto 1 km with hydraulic tractor trolley. (Katcha)

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Extra for carriage of earth/soil beyond 450 m but upto 1 km with hydraulic tractor trolley. (pacca)

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Extra for carriage of earth/soil beyond 1km but upto 10 km with hydraulic tractor trolley. (Katcha)

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Extra for carriage of earth/soil beyond 1km but upto 10 km with hydraulic tractor trolley. (pacca)

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Note - The actual lead is to be paid if the lead is in fraction, the lead is to be worked out by interpolation.

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Extra for laying earth/fly ash as per specifications for compaction in 20 cm layers and dressing, watering , rolling as per specifications for compaction. As per CSR item no . 24.5(b) (i),(ii)&(iii)

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Dressing of earth work

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Earthwork for lip cutting for irrigation of channel inclusive of all allowances leads and dressing 0 to 1.5 mtr depth

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Earth work in excavation in foundations trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation

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Dressing Side Slopes and prepration of sub grade for lining complete in all respect as per pwd specification

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Laying cement water slurry 1:3, with cement @ 2.25 kg/sqms as on prepared bed and side slopes before laying concrete on bed and side slopes

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Centering & shuttering for faces of walls, partions, retaining walls & the like. (vertical or battening including attached pilasters buttresses etc. when curved

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Providing & laying LDPE Film 150 micron over sleepers

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Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect

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Providing and laying cement concrete lining 10cm thick or less(75mm) laid manually for irrigation channel using cement concrete M-15 with cement content 325kg/cum mixed in automatic computerised batching and mixing plant and transported to site in transit mixer with an average lead of 1km

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Part A Lining ( Panel)

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Part B Sleeper

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Part C. Coping

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Filling contraction joints with special impervious hot pour

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Filling expansion joints with special impervious hot pour 12.5 mm wide

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Earth work involved in dismantling Open flume, A.P.M. or O.S.M. type Outlets (including excavation, refilling, consolidation and dressing

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With 'H' more than 0.5 m. but upto 0.9m

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Dismantling O.F., A.P.M. Or O.S.M. type outlets involving dismantling cement masonry and removing of precast R.C. Slab

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With H more than 0.5 m. but upto 0.9 m

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Extra labour for dressing of bricks on O.F. and APM type outlets

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with 'H' more than 0.5 m but upto 0.9 m

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Adjusting A.P.M. to the correct 'Y' and fixing in position

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Extra over item No. 20.4 In case of old outlets where dismantling and reconstructing of gullet walls is involved including change in width of gullet i.e. 'B' of the outlet upto 30m.m.

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Cement Conc 1:3:6 with stone ballast or shingle mixing by mechanical means using concrete mixer volumetric type

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1st Class burnt Brick work laid in csm1:3 in foundation & Plinth

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Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete.

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Reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixture as per IS 1791 and vibrator by needele vibrator but excluding steel reinforcement and centring-shuttering complete in all respect

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Painting two or more coats excluding priming coat with synthetic enamel paint in all shades on wood work, metallic or plastered, concrete surface to give an even shade.

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Painting new letters and figures of black synthetic enamel paint to an even shade

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Centering shuttering. For slab

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Earth work in excavation in foundations, trenches etc. in all kinds of soil where pick jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation.

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Laying cement concrete in 1:3:6 with stone ballast or shingle with machine mixed.

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First class burnt brick work laid in cement sand mortar 1:4 in foundation and plinth.

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Laying cement concrete in 1:2:4 with stone ballast or shingle with machine mixed.

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10 mm thick Cement Plaster 1:4 (as per CSR item No 15.6)

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Applying Priming Coat with cement primer in all shade in newly plastered or concrete exterior surface (CSR item no 16.31)

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Dressing of dowel along water carring channel in addtion to payment for dressed earth work

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