Integrated Development Project Tender

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Integrated Development Project - IDP Tender

Works
Civil And Construction
Irrigation Work
Eprocure
Opening Date12 Oct 2024
Closing Date26 Oct 2024
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand)cum

3.14

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size

0.29

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars

23.2

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12 mm cement plaster of mix :1:4 (1 cement: 4 fine sand

5.2

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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate

1

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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform

0.75

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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved qualitySquare shape 450 mm internal dimensions each

1

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P/F G.I.Connecting Pipes.Inlet & outlet pipes 40mm

2

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Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.

29.44

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand) : 8 graded stone aggregate 40 mm nominal size) cum

1.96

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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size).

4.07

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement :1.5 course sand : 3 graded stone aggregate 20 mm nominal size)

7.91

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:2:4 (1 cement : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size

1.49

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Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform

12.28

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Walls (any thickness) including attached pilasters,buttresses, plinth and string.

79.13

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Edges of slab

13.83

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12 mm cement plaster of mix :

7.91

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Mild steel and Medium Tensile steel bars

1077.6

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Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved qualitySquare shape 450 mm internal dimensions each

1

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P/F G.I.Connecting Pipes.Inlet & outlet pipes 40mm

3

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Providing and fixing brass full way valve with wheel 40mm nominal size. On inlet & outlet pipe:-40mm

3

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P/F C.I. Ventilating Pipe 100 mm Dia. 1 mtr high with C.I. cowl fixed at top

1

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kind of soil.

216

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Constructing masonry Chamber 30x30x50 cm inside, in brick work in cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I. surface box 100x100 x75 mm (inside) with hinged cover fixed in cement concrete slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12mm thick, finished with a floating coat of neat cement complete as per standard design :With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

2

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Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design with common burnt clay F.P.S. (non modular) bricks of class designation 7.5

1

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Providing of HDPE Pipe & Jointing in position HDPE pipe of grade PE 100 confirming to IS:4984:1995 and suitable for the respective working pressure with all fittings & accessories e.g. coupling, tees, bends, reducers, screwed adapters, flanged tail pieces etc. following diameters & pressure class complete in all respect. 40x8Kg./Sq.cm ( M/Rate )

800

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32x10Kg./Sq.cm

1200

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Painting & writing on the surface of the wall in size 1.20x1.20mtr.

1

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Mechanical Carriage

1

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Manual Carriage

1

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