Directorate Of RD PRIS And ULBS Tender
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Directorate Of RD PRIS And ULBS Tender
Civil And Construction
Eprocure
Opening Date6 Jan 2025
Closing Soon27 Jan 2025
Tender Amount₹ 6,00,816
Costs
EMD
₹ 12,016Document Cost
₹ 500Tender Fee
Refer Documents
Summary
Renovation Of Cc Footpath From Rajan House To Majeed House Via Khadeeja House With Drain And Cover Slab At W.no. 05 Under Gram Panchayat Wimberlygunj.
Description
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Contact
Tender Id
2025_RDPRI_17128_1Tender No
EE/PRI/SAD-I/GEN/2024-25/135Tender Authority
Directorate Of RD PRIS And ULBS ViewPurchaser Address
-Website
http://eprocure.andaman.gov.in
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Documents
BOQ Items
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1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
6.94
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1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
11.88
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1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
11.52
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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 :
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1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
5.67
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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.
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Thermo-Mechanically Treated bars of grade Fe-500D or more.
469.01
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Centering and shuttering including strutting, propping etc. and removal of form for
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Foundations, footings, bases of columns, etc. for mass concrete
117.47
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12 mm cement plaster of mix:
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1:4 (1 cement: 4 fine sand)
174
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Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.
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Beyond 30 cm girth upto and including 60 cm girth
15
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Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements etc.
96
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Cleaning and Desilting of existing open surface drain upto an average thickness of 30 cm and when required including disposal of rubbish and silt to out side the campus as directed by the Engineer-in-charge.
4.27
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Providing weep holes of size 50 mm dia with 50 mm dia PVC pipe including fitting fixing withgratings of requisite dia slope 1:20 towards drainage surface including packing with well graded stone metal filter of approved quality in the holes as per direction of the Engineer-in-charge.
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50 mm dia PVC pipe
7.45
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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 lift upto 1.5 m.
9.65
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