Water Resources Department Tender

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Water Resources Department - WRD Tender

Works
Eprocure
Opening Date5 Feb 2021
Closing Date16 Mar 2021
Tender Amount₹ 2,94,40,000 
Notes
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Costs

  • EMD

    ₹ 5,88,800
  • Document Cost

    ₹ 2,400
  • Tender Fee

    ₹ 1,000

Description

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BOQ Items

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Excavation including loading, unloading, disposal and dressing of excavated rock within initial lead of 50 m. and lift up to 1.5m. in dry or moist including dressing of excavated area , dewatering wherever required complete in all respect. Phylites & other hard rock requiring nominal blasting

2084.92

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259

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Excavation including loading, unloading, disposal and dressing of excavated rock within initial lead of 50 m. and lift up to 1.5m. in dry or moist including dressing of excavated area , dewatering wherever required complete in all respect. Hard rock (dry or moist ) requiring blasting(where hardness of rock is more than 2 )inclucing disposal of excavated material in the designated spoil bank / embankment dressing of excavated material & dewateing with all lead & lifts of excavation and disposal . The contractor is free to use the usable excavated stone else where for which any transition expenditure & royalties , tax etc. if required to be paid then it will be liability of contractor as the cost of usable stones has already been deducted from the rate.

1042.46

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313

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Final excavation by line drilling including removing of hard rock by wedging and barring and chiseling near final levels (only up to 0.3 m depth ) without resorting to blasting including disposal of excavated material within initial lead of 50m and lift of 1.5m complete in all respect

347.49

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908

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Extra lead for disposal of excavated material including loading and un-loading wherever required (a) Beyond initial lead of 50m. & upto 250m Mixed strata/muck

2084.92

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7.8

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Add extra for disposal of excavated material above initial lift of 1.5 m and for every additional lift of 1.5m or part there of including loading and un-loading wherever required.

4517.33

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8

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Add extra for excavation under water for all type of strata including de-watering charges. (Quantity under water during actual work is only to be considered) Quantity of excavation below water level in foundation area during continuous pump running should only be considered.

347.49

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227

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Drilling holes of 35mm diameter for anchor rods up to 1.50m depth

367.5

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108

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Labour charges for Fixing of anchor bars in neat cement grout including cost of cement and curing etc. complete .

245

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191

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Supply of Tor steel anchor bars of required diameter, length and shape at site of work complete. (25 mm dia bar)

2831.96

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59

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Preparation of foundation of structure including removal of all loose stones, silt and final washing. By compressed air & water under pressure

1919.93

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70

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Providing and Laying in position of Cement concrete Nominal mix (1:2:4) including leads of all construction materials, curing, compaction and finishing with rendering in cement sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto (C) 40 mm

983.06

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4391

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Nominal mix of Plain Cement Concrete well mixed and laid in position using 20% max permissible limit of plums above 160 mm and up to 450mm, including curing and finishing etc including all leads of all construction materials complete in all respect with well graded crusher broken stone aggregate. The plums shall be distributed evenly and shall be not closer than 150 mm from the surface (1) PCC Nominal Mix 1:2:4 with plum, (a) Max size of Aggregate 80 mm,

2844.97

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3910

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Providing and Laying in position of Cement concrete Design mix M-20 including leads of all construction materials, plasticizers (if required), curing, compaction and finishing with rendering in cement sand mortar 1:3 ( 1 cement : 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. Well graded crusher broken stone aggregate of maximum size upto(For mix design Cement content considered 400 kg/ cum of concrete) (d) 20mm

1505.24

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4949

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Side shuttering including propping etc. Complete (to achieve finish F2 ) for Block joint of foundation stilling basins buckets, aprons etc. (non- suspended horizontally laid mass concrete.

234.5

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127

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Side shuttering including propping etc. Complete (to achieve finish F2 ) for Retaining wall up stream or down-stream slope facings of dams and open faces of construction joints etc

3341.46

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173

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Curved edges or sides of special shapes like baffle or chute blocks, endsills, Basin Block, projected copings, extended sills, curved surfaces arches, circular ducts etc.

144.9

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280

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Supplying of M. S. reinforcement including labour charges for bending binding and placing in position all reinforcement as per drawing including cost of binding wire and all leads and lifts using. Tor or ribbed bars (IS : 1786-1985)

32071.87

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72

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Extra labour charges for RCC due to obstruction in laying and placing the reinforced cement concrete due to reinforcement.In foundation rafts, beams, columns bases stilling basins, buckets, aprons etc. (non suspended horizontally laid mass concrete)

722.25

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124

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Aqueduct troughs, siphon conduits, box type sluice barrels, domes spiral shafts or stair cases ( thin walled section) and ogee crests, baffle or chute blocks, end sills, buckets, projects coping, extended sill etc.

18

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346

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Colums, slabs, contievers projections staircases, lintels, beams, chajjas, Retaining walls, piers, abutments, galleries, arch covers, bed plates, sluice capstan bases etc.

764.99

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175

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Supply & fixing 6 mm thick rubber water seal of approved quality in construction/contraction joint as per drawing complete in all respect.(ii)305 mm wide

70

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575

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Re-handing of excavated material including loading unloading and dressing within initial lead of 50 m and lift of 1.5m with cost of de-watering wherever required and all applicable taxes and levies etc. complete in all respect Mixed strata muck

1000

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80

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Add extra for mobile transit mixer(i.e. Fiori ) used for concrete

5333.27

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150

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Rip rap stone laying in required profile properly hand packed using stone of specified size including all lead & lifts 23 cm thickness (± 5 % thickness tolerance)

230

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1340

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Supply and laying qurry spalls properly greded but not more then 10 Cm in size with spreading in required profile including all leads & lifts

150

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665



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