Directorate Of RD PRIS And ULBS Tender
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Directorate Of RD PRIS And ULBS Tender
Civil And Construction
Road Construction
Eprocure
Opening Date4 Nov 2024
Closing Date18 Nov 2024
Tender Amount₹ 32,36,859
Costs
EMD
₹ 64,737Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDPRI_16267_1Bid Award Id
ViewTender No
EE/PRI/SAD-I/RR/2024-25/76Tender Authority
Directorate Of RD PRIS And ULBS ViewPurchaser Address
-Website
http://eprocure.andaman.gov.in
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Documents
BOQ Items
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.
59.54
-
-
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
172
-
-
Supplying and stacking at site.
-
-
-
90 mm to 45 mm size stone aggregate
21.41
-
-
63 mm to 45 mm size stone aggregate
12.87
-
-
53 mm to 22.4 mm size stone aggregate
12.87
-
-
Stone screening 13.2 mm nominal size (Type A)
6.76
-
-
Stone screening 11.2 mm nominal size (Type B)
2.13
-
-
Moorum
4.57
-
-
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .
37.84
-
-
Providing and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy :
-
-
-
For 50mm compacted thickness using coarse aggregate of size 50-20 mm graded @ 0.60 cum per 10 sqm key aggregate of size 12.5 mm graded @ 0.15 cum per 10 sqm. With paving asphalt grade VG - 10 @ 50 kg/ 10 sqm.
1646.44
-
-
For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/ 10 sqm.
83.5
-
-
Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications :
-
-
-
On bituminous surface @ 0.50 Kg / sqm
1408.35
-
-
2 cm premix carpet surfacing with 1.8 cum and 0.90 cum of stone chippings of 13.2 mm size and 11.2 mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively, including a tack coat with hot straight run bitumen, including consolidation with road roller of 6 to 9 tonne capacity etc. complete (tack coat to be paid for separately).( Use shredded plastic @10% of total bitumen i.e 90% VG-30 & 10% shredded plastic)
-
-
-
With paving Asphalt grade VG - 30 with no solvent
1408.35
-
-
Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.
1408.35
-
-
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
-
-
-
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
17.4
-
-
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 kinds of soil.
27
-
-
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
4.5
-
-
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)
26.7
-
-
Centering and shuttering including strutting, propping etc. and removal of form for
-
-
-
Foundations, footings, bases of columns, etc. for mass concrete
121.89
-
-
12 mm cement plaster of mix:
-
-
-
1:4 (1 cement : 4 fine sand)
66
-
-
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
9
-
-
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.
-
-
-
50 mm dia PVC pipe
12
-
-
05 Years Maintenance Provision.
-
-
-
1st Year 0.25% of Upgradation amount
1
-
7527
2nd Year 1.00% of Upgradation amount
1
-
30110
3rd Year 1.50% of Upgradation amount
1
-
45165
4th Year 2.00% o f Upgradation amount
1
-
60220
5th Year 2.75% of Upgradation amount
1
-
82803
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