Works Department Tender

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Works Department - EICCL Tender

Building Construction
Eprocure
Opening Date3 Dec 2020
Closing Date10 Dec 2020
Tender Amount₹ 12,89,443 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors with 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry, washed and cleaned including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P required for the work including shoring, shuttering and dewatering if required including hire & running charges of all machineries required for the work etc complete as per the direction of the Engineer -in -charge.

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Drain

19.59

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4714.61

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Compound wall

5.8

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4714.61

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R.C.C. M-20 in following items using 12mm to 20mm size black hard crusher broken granite chips of approved quality from approved quarry (20mm size not exceeding 25%) screened and washed sharp sand for mortar, to be mixed in concrete mixture with cement including hoisting, lowering, laying and compacting, concrete by using vibrators watering & curing for 28 days, centering & shuttering, finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, royalties and taxes of all materials and cost of all labour, sundries T&P required for the work etc, complete in all respects as directed by the Engineer-in-charge but excluding cost and conveyance of M.S. Rod/Tor Steel and binding wires, and labour charges for bending, binding and tying the grills and placing in position.

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Drain

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Bed

23.71

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4929.73

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Wall

29.42

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5428.02

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Drain cover slab

11.61

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4929.73

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Cutting, Straightening coiled or bent up M.S. rods or Tor steel welding or jointing if necessary, bending, binding, tying the grills as required for R.C.C. works, providing fan hooks where necessary and hoisting, lowering and placing in proper position according to approved designs and drawings including cost, conveyance, loading, unloading, taxes of M.S. rods or Tor steel and binding wires of 18 to 20 gauge required for the work and cost of all labour, sundries, T&P and scaffolding complete in all respect as directed by the Engineer in charge (payment will be made according to the actual weight of M.S. rod / Tor steel consumed in the work and no separate payment will be made towards weight of binding wires which is to be borne by the contractor at his own cost).

27.99

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5970.07

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Providing weep holes in brick masonary/Plain/Reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe, extending through the fulll width of the structure with slope of 1V:20H towards drawing foce complete as per direction of the Engineer-in-charge

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Drain

24

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105.02

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Flyash brick masonry in cement mortar of mix (1:6) with cement and screened & washed sand for mortar after immersing the bricks in water before use in foundation and plinth including splays cutting, circular moulding, corbelling, chamfering and similar such type of works, watering and curing etc. including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, scaffolding, sundries, T&P required for the works etc. complete in all respect as direction by the Engineer-in-charge.

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Construction of wall

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Foundation and plinth

11.43

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4106.18

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Superstructure

17.51

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4139.51

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Providing 12 mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) and finished smooth to the rough surface of brick masonry walls after racking out joints including watering and curing rounding of corners etc. complete with cost, conveyance, royalties and taxes of all materials, cost of all labour, T&P, sundries and scaffolding required for the work etc. complete in all respect with providing grooves as directed by the Engineer in charge.

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Compound wall

58.06

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138.01

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Providing 16 mm. thick cement plaster in all floors at all height with cement mortar of mix (1:6) and finished smooth to the rough surface of masonry walls after racking out joints including watering and curing, rounding of corners etc. complete with cost, conveyance, royalties and taxes of all materials, cost of all labour, T&P, sundries and scaffolding required for the work etc. with providing grooves as directed by the Engineer in charge.

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Compound wall

88.49

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195.77

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Wall painting 2 coats with weather coat paint of approved shade on wall surface over a coat of water bound wall cement primer to give an even shade including cost of brushes and putty including cost of paint scrapping, cleaning rubbing, scaffolding etc.complete as directed by the Engineer-in-charge.

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Construction of wall

146.55

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127.28

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Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankement, scarified to a depth of 150mm mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction construction & Clause 305 of MoSRT&H Specifications for Road & Bridge works (4th Revision)

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Leveling of play ground

2370.13

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20.68

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Excavation of road work in soil with hydraulic excavator of 0.90 cum bucket capasity including cutting & loading in filling and slide slope with required of grade & a crops section & transporting with a lift up to 1000 Mtr Data 360 cum carriage of earth by mechanical means with in a lead of 10km by truck with all labour

3555.19

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183.31



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