Directorate Of RD PRIS And ULBS Tender
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Directorate Of RD PRIS And ULBS Tender
Civil And Construction
Eprocure
Opening Date27 Sep 2024
Closing Date7 Oct 2024
Tender Amount₹ 89,48,402
Costs
EMD
₹ 1,78,968Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDPRI_15761_1Bid Award Id
ViewTender No
45/EE/PRI/NMA/MB/24-2025Tender Authority
Directorate Of RD PRIS And ULBS ViewPurchaser Address
-Website
http://eprocure.andaman.gov.in
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Documents
BOQ Items
Carriage of earth by Mechanical Transport to an average lead of 1 KM i/c loading unloading etc.
1848.74
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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Vibratory Roller 80-100 kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406 MORD, including contractors profit & Over head charges etc., complete
174.6
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Prime Coat
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Low Porosity
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 MORD (for use on Wet mix macadam & WBM) ,including contractors profit & Over head charges, etc., complete for Prime Coat
2328
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 MORD, including contractors profit & Over head charges, etc., complete for Tack Coat
2328
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Bituminous Concrete with shredded waste plastic (Grading-II):
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Providing and laying bituminous concrete (8% of shredded waste plastic) with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of Grading II (13 mm Nominal size), premixed with bituminous binder @ 54 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 509.complete m all respects, including contractors profit & Over head charges, GST etc., complete
93.12
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Construction of granular sub-base by providing well graded material(Table 400.1-A) with Grading III Material(HBG M/C +Stone dust) CBR Value not less than 20 and PI Value less than 6 spreading in uniform layers with Tractor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with Vibratory Roller to achieve the desired density, complete as per Technical Specification Clause 401 MORD including contractors profit & Over head charges, etc., complete.
152
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WBM Grading 2 (using Graded Metal):
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Providing, laying, spreading and compacting stone aggregates of specific sizes for Grading 2 material to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with Vibratory roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 MORD. For compacted thickness of 75 mm. including contractors profit & Over head charges, GST etc., complete for Grade II
114
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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.
34.24
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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.
85.92
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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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1:4:8 (1 Cement : 4 pulverised sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
3.27
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1:3:6 (1 cement : 3 pulverised sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
10
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, ifnishing 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 derived from natural sources).
15.12
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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 :
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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)
9.44
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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).
8.16
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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
55.15
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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
177.94
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Suspended floors, roofs, landings, balconies and access platform
32.74
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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.
4443.24
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Extra for laying concrete in or under water and/or liquid mud including cost of pumping or bailing out water and removing slush etc. complete.
14.28
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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
36
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6 mm cement plaster of mix :
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1:3 (1 cement : 3 River sand)
120.78
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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. 35,415.84)
For 2nd year (Rs. 65,952.00)
For 3rd year (Rs. 1,42,428.60)
For 4th year (Rs. 1,82,066.88)
For 5th year (Rs. 2,23,260.24)
Maintenance Cost (Fixed)
Total 5 year maintenance cost = Rs. 6,49,123.56)
(Same rate to be quoted i.e Rs. 6,49,123.56)
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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