Municipal Corporation Tender
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Municipal Corporation - ORULB Tender
Civil And Construction
Eprocure
Opening Date26 Sep 2024
Closing DateCancelled
Tender Amount₹ 61,68,443
Costs
EMD
₹ 61,685Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_ORULB_105180_11Tender No
BMC-EE-Tender Cell-21/2024-25 Dt. 25.09.2024Tender Authority
Municipal Corporation ViewPurchaser Address
-Website
http://https://www.bmc.gov.in/
GEM & Bid Advisory Services
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BOQ Items
Providing and Laying Factory made Chamfered edge Cement Concrete Paver Bliocks of required strength, thickness & size/shape made by table Vibratory method , to attain superior smoth finish using PU or Equivalent moulds ,Laid in required gray colour and Pattern over 50mm thick Compacted bed of coarse sand , copmacting and proper embedding / laying of interlocking Paver Blocks into the sand bedding layer through vibratory compaction by using plate vibrator, Filling joints with Fine sand and cutting of Paver blocks as per required size/Pattern, finishing and sweeping extra sand in footpath , parks, lawns, drive ways, or light traffic parking and Lanes/Road etc, all complete as Per Manufacturers Specifications and Driection of Engg -In -Charge. 80mmm thick C.C. Paver Blocks of M-40 grade With approved colour design Pattern etc. complete.
476.8
290085
608.4
Dismantlling and removing cement concrete including stacking the useful materials for re-use and removing the debries within 50mtr lead. and as per direction of E-I-C
291
243357
836.28
Earth work excavation in all kind of soil including moorum and earth mixed with boulders except sheet rock and boulders requiring blasting including dressing and leveling the bed up to the required depth and depositing the excavated materials at places away from the work site with initial lead of 0.50 m and initial lift of 1.5m and laying in layers not exceeding to 0.30 m and breaking clods and as per direction of E-I-C
194
36159
186.39
Carriage of Excavated earth by mechanical means within 5 km lead including loading and unloading with all cost conveyance T & P sundries etc complete as per direction of Engineer- in-charge.
485
77929
160.68
Filling F&P with sand well watered and rammed.
97
50262
518.17
PCC in prop. (1:4:8) in foundation and bed using 4 cm size h.g C.B metal of approved quality and approved quarry including hoisting, lowering, laying concrete and compacting the same to required level, with compaction, watering and curing including cost, conveyance, royalties and taxes of all materials with cost of all labours, sundries and T & p such as hire charges of concrete mixer, concrete vibrator required for the work etc complete as per the specification and direction of EI-C
194
1012456
5218.85
M-20 grade using 20 mm size down grade H.G.C.B stone chips including the cost of all materials labour carriage, royalty etc complete.
194
1174130
6052.22
Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning the road surface spraying primer @0.60 Kg/sqm using manual means including cleaning the surface and applying primer coat as per clause 502 of MORTH Specification.
1598
111604
69.84
Labour for applying tack coat using bitumein over existing BT surface etc complete.
1598
49905
31.23
Supplying all materials, labour, T&P for laying Dust with well watering and rolling with HRR etc. complete
100
192774
1927.74
Providind and laying "BITUMINOUS MACADAM" with hot mix plant using crushed aggregates of specified grading premixed with Bituminous binder of 60/70 penetration grade of bitumen transportred to site laid over a previously prepared surface with a hydrostatic paver finisher with mechanical control to the required grade level and alignment and rolling with smooth wheeled vibrating and tandem rollers to achieve the desired compaction as per clause 504 of MoSRT&H specification for Road & Bridge works. Data for 205 Cum (450 Tonne)
79.9
661746
8282.19
Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen transporting the hot mix to work site laying with a hydro static paver finisher with mechanical control to the required grade, level and alignment rolling with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MosRT&H specification for road and bridge work.
39.95
436566
10927.83
Labour for scrapping, cleaning the road surface applying tack coat using 3.00 Kg of bitumen for 10M2 and laying 75 mm. thick built up spray grouting in two layers 37.50 mm. thick each layer using 0.45 Cum of 25 mm. to 40 mm. size hard grauite metal and 12.00 kg penetration grade of bitumen for 10.00M2 in each layer with 0.12 Cum of 12 mm. chips as key stone for 10M2 spreading over and laying including heating pouring and spreading over and spreading bitumen metal and chips and rolling with P.R.R. including hire and running charges of P.R.R and all other machineries but including costs and conveyance of bitumen metal and chips as per specification and direction of Engineer-in-charge. (Data for 5889M2)
799
534267
668.67
Labour for laying 20mm thick premix carpet using 0.27 cum of 13.20 mm to 5.60mm size crushed stone chips and 14.60Kg penetration grade of bitumen for 10M2 including hand packing to proper camber and consolidation with P.R.R. including the hire and running charges of P.R.R. hot-mix plant bitumen boiler and all other T&P articles but including the cost of all materials, conveyance, bitumen etc complete. (Data for 5889M2)
799
183873
230.13
Labour for laying 6mm thick pre-coated seal coat type-B using 0.06 cum of 6.70mm chips as per seive analysis and 6.80 Kg of bitumen for 10M2 area including the hire & running charges of P.R.R. hot-mix plant, terboiler and all other T&P articles,the cost & conveyance of chips & bitumen etc complete.
799
75673
94.71
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