Rubber Park India Private Limited Tender
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Costs
EMD
₹ 21,325Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Reconstruction Of Retaining Wall Of Plot No 26 And 36 At Rubber Park
Description
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Contact
Tender Id
2019_RPI_272091_2Bid Award Id
ViewTender No
RP/C/02/19Tender Authority
Rubber Park India Private Limited ViewPurchaser Address
-Website
http://http://www.rubberparkindia.org/
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Documents
BOQ Items
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Dry rubble masonry with departmental hard stonefor retaining wall, including all lead and lift, labour charges etc. complete as directed by the Engineer in Charge.
26
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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)
10
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Random rubble masonry with departmental hard stone for retaining wall, including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with :Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials but excluding the cost of rubble, all lead and lift, labour charges etc. complete as directed by the Engineer in Charge.
29
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Random rubble masonry with hard stone for retaining wall, including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) :Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials but excluding the cost of rubble, all lead and lift, labour charges etc. complete as directed by the Engineer in Charge.
11
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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. - Mild steel and Medium Tensile steel bars
1000
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Centering and shuttering including strutting, propping etc. and removal of form work for : - Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc
15
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and all lift. As directed by the Engineer in Charge.
125
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Solid Block masonry using best quality Cement solid blocks of size 20cm x 30cm x 15cm laid in CM 1:5 for superstructure walls, including cost of all materials, scaffolding charges, conveyance, labour charges, curing etc, complete
10
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Plastering with CM 1:4, 12 mm thick including cost of all materials, scaffolding charges, conveyance, labour charges, curing etc, complete
17
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