Public Works Department Tender

View complete overview of Uttarakhand PWD Tender

Public Works Department - PWD Tender

Works
Eprocure
Opening Date26 Aug 2021
Closing Date1 Sep 2021
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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Extra for every additional lift of 1.5m or part thereof in excavation / banking excavated and stacked material All kind of soil

39.32

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94

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Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m. All kinds of soil.

120

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25.3

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CONCRETE WORK Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plinth level. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

14.43

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6509.4

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RCC WORKS Centering and shuttering including strutting, propping etc. and removal of form for : Note:- Use of steel / Ply shuttering are permitted for all non exposed concrete works., However, for exposed concrete works the contractor shall consider use of only ply shuttering which shall be used for a maximum of 3 repetitions as per the approval of Engineer-in-charge. Foundation, footing, bases of columns etc. for mass concrete

49.55

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296.2

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Centering and shuttering including strutting, propping etc. and removal of form for : Note:- Use of steel / Ply shuttering are permitted for all non exposed concrete works., However, for exposed concrete works the contractor shall consider use of only ply shuttering which shall be used for a maximum of 3 repetitions as per the approval of Engineer-in-charge. Walls (any thickness ) including attached pilaster ,butteresses, Plinth and string courses etc

63.5

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633.6

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Centering and shuttering including strutting, propping etc. and removal of form for : Note:- Use of steel / Ply shuttering are permitted for all non exposed concrete works., However, for exposed concrete works the contractor shall consider use of only ply shuttering which shall be used for a maximum of 3 repetitions as per the approval of Engineer-in-charge. Lintel , Beam , Plinth Beam

112.83

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574.1

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Centering and shuttering including strutting, propping etc. and removal of form for : Note:- Use of steel / Ply shuttering are permitted for all non exposed concrete works., However, for exposed concrete works the contractor shall consider use of only ply shuttering which shall be used for a maximum of 3 repetitions as per the approval of Engineer-in-charge. Columns ,piillars, pier, Abutment, post and Strut

76.44

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763

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Steel Reinforcement for RCC work including straightening , cutting , bending , placeing in position and binding all complete upto plinth level Thermo - Mechanical Treated bars for grade Fe500 or more

3131.21

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86.8

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Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using fly ash and cement content as per approved design mix, and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. NOTE :- (1) Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS : 456. Uniform blending with cement to be ensured in accordance with clauses 5.2 and 5.2.1 of IS:456 -2000 in the items of BMC and RMC. All works upto Plinth level

34

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8317.1

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Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using fly ash and cement content as per approved design mix, and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering, finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate / retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. NOTE :- (1) Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. (2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used as part replacement of OPC as per IS : 456. Uniform blending with cement to be ensured in accordance with clauses 5.2 and 5.2.1 of IS:456 -2000 in the items of BMC and RMC. All works above Plinth level

10.32

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9776.8

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Brick work with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)

10.3

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6631.3

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Brick work with common burnt clay machine moulded perforated bricks of classdesignation 12.5 conforming to IS: 2222 in superstructure above plinth level up tofloor five level in cement mortar 1:6 (1 cement : 6 coarse sand ) With F.P.S.(non modular) bricks

14.69

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8031.5

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SCULPTURE Designing, Providing,Fixing of Sculpture of as per attached approved Design, with "GLOBE" of Fiberglass casting with minimum 6 mm thickness. Use of Gel coat with colour pigment mixed resin for the top layer (of finished model). All artwork is required to be done using realistic technique of painting. MS frame work with suitable Tubular section for strenthning and structural stablity. As per the design the Bronze "Hand" Casted and Placed on plinth of Bronze, with structural MS tubalor Section, plates, bolts and everything required for the stability of the structure as per approval of Architect and EIC.

1

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3438171.9



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