Municipal Council Tender
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Municipal Council Tender
Civil And Construction
Road Construction
Eprocure
Opening Date5 Jan 2024
Closing Date12 Jan 2024
Tender Amount₹ 52,17,090
Costs
EMD
₹ 1,04,342Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PMBC_12949_1Bid Award Id
ViewTender No
05/EE-II/WKS/R/MC/2023-24Tender Authority
Municipal Council ViewPurchaser Address
-Website
http://eprocure.andaman.gov.in
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Documents
BOQ Items
Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - All work up to plinth
level :
a)(1 Cement : 4 coarse sand (zone-III) derived from natural
sources : 8 graded stone aggregate 40 mm nominal size
derived from natural sources)
59.45
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering
a) 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)
118.89
-
-
Providing, hoisting and fixing above plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings,bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but , excluding cost of reinforcement with a) 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).
1.93
-
-
Steel reinforcement for R.C.C. work including straightening, cutting,
bending, placing in position and binding all complete upto plinth level.
a)Thermo-Mechanically Treated bars of grade Fe-500D or more
3135.88
-
-
Providing and laying in position cement concrete of specified grade
excluding the cost of centering and shuttering - All work up to plinth
level :
a) 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)
5.78
-
-
Providing and laying cement concrete in retaining walls, return walls,
a) walls (any thickness) including attached pilasters, columns, piers,
abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets,sunken floor etc., up to floor five level, excluding the cost of centering,shuttering and finishing:
5.78
-
-
52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete
33
-
-
12 mm cement plaster of mix :
a) 1:4 (1 cement: 4 fine sand)
33
-
-
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 :
a) 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.
276.14
-
-
Providing and laying bituminous macadam using crushed stone
aggregates of specified grading premixed with bituminous binder,
transported to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge.
a) 50 to 100 mm average compacted thickness with bitumen
of grade VG-30 @ 3.50% (percentage by weight of total
mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH
capacity
138.07
-
-
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 :
a) On bituminous surface @ 0.50 Kg / sqm
1840.93
-
-
2.5 cm thick bitumastic sheet with hot bitumen of approved quality,
using stone chippings (60% with 12.5 mm nominal size and 40%
with 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse
sand @ 1.65 cum per 100 sqm of road surface and with bitumen @
56 kg/cum of stone chippings and @ 128 kg/cum of sand over a
tack coat with hot straight run bitumen, including consolidation
with road roller of 8 to 10 tonne etc. complete. (tack coat to be paid
separately) :
a) With paving Asphalt grade VG - 30
1840.93
-
-
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