Directorate Of RD PRIS And ULBS Tender
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Directorate Of RD PRIS And ULBS Tender
Eprocure
Opening Date22 Apr 2021
Closing Date25 Jun 2021
Tender Amount₹ 23,97,515
Costs
EMD
Refer DocumentsDocument Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_RDPRI_2973_1Bid Award Id
ViewTender No
EE/PRI/SAD-I/RR/2021-22/1119Tender Authority
Directorate Of RD PRIS And ULBS ViewPurchaser Address
-Website
http://eprocure.andaman.gov.in
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Documents
BOQ Items
63 mm to 45 mm size stone aggregate
80
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53 mm to 22.4 mm size stone aggregate
81
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Stone screening 13.2 mm nominal size (Type A)
37.77
-
-
Stone screening 11.2 mm nominal size (Type B)
8.62
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-
Supplying of stacking of Moorum at site.
30
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-
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 .
249.16
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-
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).
-
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-
With paving Asphalt grade VG - 30 with no solvent
850.5
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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 :
-
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-
On W.B.M. @ 0.75 Kg / sqm
850.5
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-
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.
850.5
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-
Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m :
-
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-
All kinds of soil
449.54
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-
Carriage of earth by Mechanical Transport including loading, unloading an average lead of 5.00 Km.
26.33
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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.
-
-
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All kinds of soil.
95.7
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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 :
-
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-
1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)
57.96
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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): 3 graded stone aggregate 20 mm nominal size).
3.36
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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 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size)
4.8
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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(zone-III) : 3 graded stone aggregate 20 mm nominal size).
4.19
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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
199.36
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-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
50.4
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-
Suspended floors, roofs, landings, balconies and access platform.
40.16
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-
12 mm cement plaster of mix :
-
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-
1:4 (1 cement: 4 fine sand)
48.08
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-
6 mm cement plaster of mix :
-
-
-
1:3 (1 cement : 3 fine sand)
70.72
-
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
-
-
-
Thermo - mechanically Treated bars of grade Fe-500D or more.
992.53
-
-
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.
37.74
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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
70
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-
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