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 Date30 Jan 2024
Closing Date8 Feb 2024
Tender Amount₹ 39,72,851
Costs
EMD
₹ 79,457Document Cost
₹ 500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDPRI_13208_1Bid Award Id
ViewTender No
125/EE/PRI/MB/22-2023Tender Authority
Directorate Of RD PRIS And ULBS ViewPurchaser Address
-Website
http://eprocure.andaman.gov.in
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Documents
BOQ Items
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.
62.3
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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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-
1:2:4 (1 cement : 2 pulverised sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
1.4
-
-
1:3:6 (1 Cement : 3 pulverised sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
54.6
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-
1:4:8 (1 Cement : 4 pulverised sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
1.96
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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
25.56
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-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
49
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Suspended floors, roofs, landings, balconies and access platform
18.98
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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.
1368.89
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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 :
-
-
-
1:1.5:3 (1 cement : 1.5 pulverised sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
5.46
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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 pulverised sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
9.6
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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 pulverised sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
6.37
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-
Cement concrete flooring 1:2:4 (1 cement : 2 pulverised 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.
-
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-
40 mm thick with 20 mm nominal size stone aggregate
14
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12 mm cement plaster of mix :
-
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-
1:4 (1 cement: 4 River sand)
75.2
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6 mm cement plaster of mix :
-
-
-
1:3 (1 cement : 3 River sand)
70
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-
Excavation and Carriage of earth by Mechanical Transport for an average lead of 2 KM including loading, unloading filling, watering & leveling consiladation complete
791.32
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Supplying and stacking at site.
-
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-
90 mm to 45 mm size stone aggregate
125
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63 mm to 45 mm size stone aggregate
74.8
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53 mm to 22.4 mm size stone aggregate
74.8
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-
Stone screening 13.2 mm nominal size (Type A)
44.1
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-
Stone screening 11.2 mm nominal size (Type B)
15.6
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Moorum
23.4
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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 .
220
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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 @ 0.75Kg/Sqm
750
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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).
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With paving Asphalt grade VG - 30 with no solvent
750
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Providing and adding Shredded Plastic @ 8% of Bitumen consumed including carriage of the same Port Blair (Only in the item of laying 2 cm premix carpeting ).
86.4
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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.
750
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Routine Maintenance after completion of construction works (Lump-sum Amount for each year per Km.)
-
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-
For 1st year (Rs. 11,650.38)
For 2nd year (Rs. 34,292.02)
For 3rd year (Rs. 46,842.81)
For 4th year (Rs. 59,880.85)
For 5th year (Rs. 73,426.22)
Maintenance Cost (Fixed)
Total 5 year maintenance cost = Rs. 2,26,092.28)
(Same rate to be quoted i.e Rs. 2,26,092.28)
1
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-
For Routine Maintenance, the unit rate indicated by the Authority shall apply. The bidder is requried to accept these rates, Further, the payment shall be performance based.
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