Shri Mata Vaishno Devi Shrine Board Tender
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Shri Mata Vaishno Devi Shrine Board - SMVDSB Tender
Civil And Construction
Road Construction
Eprocure
Opening Date26 Oct 2024
Closing Soon7 Nov 2024
Tender Amount₹ 1,18,06,998
Costs
EMD
₹ 2,36,140Document Cost
₹ 1,000Tender Fee
Refer Documents
Summary
Macadaminzation Of Various Roads Smvdsb, Katra.
Description
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Contact
Tender Id
2024_SMVSB_262337_1Tender No
e-NIT No. CO/DEV/647/3436 dt 25.10.2024Tender Authority
Shri Mata Vaishno Devi Shrine Board ViewPurchaser Address
-Website
http://https://www.maavaishnodevi.org/
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Documents
BOQ Items
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 equipped 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 specifications and directions of Engineer-in-Charge.
16.63.2 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH capacity.
a)120.99
b) 72.50
c) 12.60
d) 6.60
T=212.69
212.69
8734
1857815.25
2.5cm premix carpet surfacing with 2.25 cum and 1.12 cum of stone chippings of 13.2 mm 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).
16.41.2 with paving Asphalt grade VG-30 with no solvent.
a) 4473.25
b) 6192.19
c) 252.00
d) 1612.10
e) 3672.84
T=16202.38
16202.38
268
4344668.2
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-30 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 all complete.
a) 4473.25
b) 6192.19
c) 252.00
d) 1612.10
e) 3672.84
T=16202.38
16202.38
102
1666414.78
Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully /semiautomatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, Cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
a) 153.30
b) 717.10
c) 75.20
d) 76.20
T=1021.80
1021.8
638
652828.02
Labour engaged for cleaning of existing drain and shifting of mulba upto disposal point 100 mtr head load.
a) 20
b) 20
d) 40
T=80
80
553
44240
Engaged tractor trolley for shifting of mulba / debris for dumping site upto disposal point within 5 Km.
d) 5
5
1200
6000
Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075mm) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub-base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
d) 26.40
26.4
1885
49789.08
Demolishing cement concrete manually / by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in-charge:
15.2.1 1:3:6 or richer mix (i/c equivalent design mix)
b) 92.00
d) 1.80
T=93.80
93.8
1725
161823.76
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:
4.4.7 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)
b) 40
40
5202
208116
Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement.
5.2.2 1:11/2:3 (1 cement : 11/2coarse sand : 3 graded stone aggregate 20 mm nominal size)
b) 60
60
9395
563742
Steel reinforcement of R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level 5.22.3 Cold twisted bars
b) 6600.00
6600
123
813120
Centering and shuttering including strutting, propping etc. and removal of form for:
5.9.16 Edges of slabs and breaks in floors and walls 5.16.1. 1 Under 20 cm wide
b) 160.00
160
262
41952
Centering and shuttering including strutting, propping etc. and removal form for:
5.9.1 Foundations, footing, bases of columns etc. for mass concrete.
d) 31.50
31.5
286
9020.03
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering.
4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
d) 7.25
7.25
5733
41568.6
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 and curing complete, but excluding the cost of nosing of steps etc. complete.
11.3.3 50 mm thick with 20 mm nominal size stone aggregate
d) 69.00
69
562
38788.35
Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
10.2.2 Welded
d) 526.50
526.5
138
72762.3
Carriage of sand for average lead 55 Km loading / unloading complete.
b) 44.60
d) 4.91
T=49.51
49.51
795
39387.19
Carriage of stone aggregate below 40 mm nominal size for average lead 25 Km loading / unloading complete.
b) 86.60
d) 9.84
T=96.44
96.44
464
44779.99
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