Municipal Corporation Tender

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Municipal Corporation - PCMC Tender

Works
Eprocure
Opening Date27 Feb 2019
Closing Date7 Mar 2019
Tender Amount₹ 12,61,319 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Description

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BOQ Items

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Supplying hard murum/ kankar at the road site, including conveying and stacking complete.SSR Item No. 2.29 a Page No. 31

117.6

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561.63

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Spreading hard murum/ soft murrum/ gravel or kankar for side width complete.SSR Item No. 2.30 Page No. 31

117.6

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59.79

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Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.SSR Item No. 2.31 Page No. 31

348

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16.78

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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material.MORTH 401 SSR Item No. 3.01 Page No. 33

58.8

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1900.75

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Wet Mix Macadam -- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/Paver.MORTH 406 SSR Item No. 3.23 Page No.37

78.4

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1902.85

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Surface Dressing-Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller.--b)13mm nominal chippling size(bitumen10.00 kg/10 Sq.M -- Bitumen VG-30 bulk bitumen.MORTH 509 SSR Item No. 4.05 Page No 45

366.5

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58.19

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Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen with sprayer on Dry / Hungry B.T. surface 3 kg/10 sqm. VG-30 bulk bitumen.MORTH 503 SSR Item No.3.31 Page No.38

735

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13.81

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DENSE BITUMINOUS MACADAM:--Providing and laying dense bituminous macadam using crushed aggregate of grading 1, premixed with bituminous binder Bitumen of specified grade,@ 4.50 % by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 76/100 mm compacted thickness with drum mix type hot mix plant with SCADA having complying essential features of Hot mix plant as per IRC-27- 2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder,built in dust controller system and PLC for Drum Mix plant ,Sensor paver, and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen VG-30 grade with stone dust filler (VG- 30 bulk bitumen rates are considered to arrive at rates)

18.38

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6999.75

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BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG- 30 bulk bitumen rates are considered to arrive at rates)

18.38

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7856.58

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Providing bituminous Type A liquid seal coat on bituminous surface including supplying all material sand bitumen of VG-30 grade preparing existing road surface,heating and applying bitumen @0.98KgSqm.by mechanical means,spreading chips and rolling,by static roller having weight 8to10 MT.etc. complete.

366.5

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43.67

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C.B.R. Test (Lab) with Compaction Test (Test for Item No 06)

1

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12100

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C.B.R. Test (Field Determination Test), Excluding Transportation As per IS 2720 Part XXXI

1

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4600

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Job Mix Design with all Tests on aggregate (INCLUDING bitumen) for DBM/SDBC/AC

1

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28600

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Wet Mix Macadam Mix Design

1

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28600

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Residue Test

1

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1100

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Royalty Charges of Hard Murum

117.6

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155.47

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Excavation for foundation in earth, soils of all types sand, gravel and soft murum including removing the excavated material up to a distance of 50 m. beyond the building area and all lifts stacking and spreading as directed, dewatering, shoring, strutting and preparing the bed for the foundation and necessary back filling, ramming, watering (Including shoring and strutting) etc. complete. (Lift Upto 1.50 Metre). Spec. No. : Bd.A 1 Page No.259 SSR 2018-19, Item no 21.02 BDA 1, PN 187

76.44

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150.01

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Conveying materials obtained from road cutting including all lifts, laying in layers, breaking clods, dressing to the required lines, curves, grades and section for a lead of over 50m to 300m. inclusive from the site of excavation to the site of deposition etc complete As directed by Engineer in charge.SSR 2018-19 I No.-2.25 Page No 30

76.44

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296.23

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Providing dry trap/ granite/ quartzite/ gneiss rubble stone soiling 15 cm to 20 cm thick including hand packing and compacting complete. Bd.A.12 Page No.264. SSR 2018-19, Item no 21.38 BDA 12 PN 192

17.64

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1283.82

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Providing and laying in situ / ready mix cement concrete of M-10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing etc. complete. (with reversible drum type mixer with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ).CD.-3 Page.No. 160 SSR 2018-19, Item no 11.02 BDA 12 PN 107

17.64

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5013.09

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Providing and casting in situ cement concrete M-15 / 1:2:4 of trap / granite / quartzite / gneiss metal for bed blocks, foundation blocks and such other items including dewatering, formwork, compacting, finishing the exposed faces with sufficient minimum thickness of 1:3 cement plaster to give a smooth and even surface or roughening them if special finish is to be provided and curing etc. complete. Bd.E.4 Page No.289, SSR 2018-19, Item no 24.04 BDE 4, PN 217

29.4

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5497.38

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Providing and laying in situ / ready mix M-20 cement concrete of trap /granite /quartzite /gneiss metal for approach slab / Rigid pavement including compacting, finishing, curing etc. complete. (excluding reinforcement) (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with fine agreegates of required specifications (Natural sand / VSI sand finely washed etc ), cement 6.40 bags/cumt), SSR 2018-19, Item no 11.25 BDF 8A, PN 109

1.5

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5594.27

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Providing and fixing in position TMT - FE - 500 bar reinforcementof various diameters for R.C.C. pile caps, footings, foundations,slabs, beams columns, canopies, staircase, newels, chajjas,lintels pardis, copings, fins, arches etc. as per detailed designs,drawings and schedules. including cutting, bending, hookingthe bars, binding with wires or tack welding and supporting as required complete.e. Bd.F.17 Page No.306.SSR 2018-19, Itme No 26.33 BDF 17A PN 236

1.19

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67129.71

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Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge SSR 2018-19, Item No 6.36 PN 76

1

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8358.43

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Testing Of Compressive Strength Concrete M15,M-20 Cubes

6

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1200

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Royalty Charges of Soling

17.64

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155.47



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