Construction Of B T Road Shri . Krishna Mandir To Chopde Nursery In W . No . 15
Tender Value
18.73 Lakhs
Estimated cost
Bid Submission
14 Sep 2019
0 days left
EMD
18735
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
PCMC Parbhani → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of B T Road Shri . Krishna Mandir To Chopde Nursery In W . No . 15
BOQ
| NAME OF WORK : Proposed Construction of B.T.Road From House of Shri Krushna Mandir to Chopde Nursery, at Krushna Nagar, ward no 15, For P.C.M.C. Parbhani (From Ch.0.00 mtr. To Ch.230.00 mtr.) | |||||
|---|---|---|---|---|---|
| Sr.No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation for roadway in earth,soil of all sorts,sand,gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed.Spec. No. : MORTH 301 SSR Item No.2.11 Page No 27 | BI01010001010000000000000515FI0100001113 | 474.41 | CuM. |
| 2 | 2 | Excavation for roadway in hard murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed.MORTH 301 SSR Item No.2.13 Page No 27 | BI01010001010000000000000F15BI0100001113 | 43.13 | CuM. |
| 3 | 3 | Conveying materials obtained from road cutting including all lifts, laying in layers of 20cm to 30cm. breaking clods, dressing to the required lines, curves, grades and section, watering and compacting to not less than 97% of standard Proctor density for a lead of over 50m. to 300m. inclusive from the site of excavation to the site of deposition as directed.MORTH 305 SSR Item No.2.26 Page No.28 | BI01010001101000000000000515BI0100001113 | 517.54 | CuM. |
| 4 | 4 | Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete ( Material obtained from Other sources)MORTH 305 SSR Item No.2.28 Page No 29 | I0101000101000000000000515BI0100001113 | 258.75 | CuM. |
| 5 | 5 | Supplying hard murum/ kankar at the road site, including conveying\nand stacking complete.SSR Item No. 2.29 a Page No. 29 | BI01010001010000000000000515BI0100001114 | 69 | CuM. |
| 6 | 6 | Spreading hard murum/ soft murrum/ gravel or kankar for side\nwidth complete.SSR Item No. 2.30 Page No. 31 | BI01010001010000000000000515BI0100001115 | 69 | CuM. |
| 7 | 7 | Compacting the hard murum side widths including laying in layers on\neach side with vibratory roller including artificial watering etc.\ncomplete.SSR Item No. 2.31 Page No. 31 | BI01010001010000000000000515BI0100001116 | 460 | sqm |
| 8 | 8 | 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 - II Material.MORTH 401 SSR Item No. 3.02 Page No. 31 | BI01010001010000000000000515BI0100001117 | 129.41 | CuM. |
| 9 | 9 | 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.34 | BI01010001010000000000000515BI0100001118 | 194.05 | CuM. |
| 10 | 10 | 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 42 | BI01010001010000000000000515BI0100001119 | 862.5 | sqm |
| 11 | 11 | 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.35 | BI01010001010000000000000515BI0100001120 | 1725 | sqm |
| 12 | 12 | DENSE BITUMINOUS MACADAM:--Providing and laying dense bituminous macadam using crushed aggregate of grading 1, premixed\nwith bituminous binder Bitumen of specified grade,@ 4.50 % by weight of total mix and filler, transported at site with VTS, laid over a\npreviously prepared surface , finished to the required grade ,level, alignment,and rolling to achieve the desired density for 76/100 mm\ncompacted 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\nMix 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) | BI01010001010000000000000515BI0100001121 | 43.16 | CuM. |
| 13 | 13 | BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous\nbinder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the\nrequired grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with\nSCADA, 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) | BI01010001010000000000000515BI0100001122 | 25.91 | CuM. |
| 14 | 14 | 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. | BI01010001010000000000000515BI0100001123 | 862.5 | sqm |
| 15 | 15 | 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 Item No.6.36 Page No.73 | BI01010001010000000000000515BI0100001125 | 1 | No. |
| 16 | 16 | C.B.R. Test (Field Determination Test), Excluding Transportation As per IS 2720 Part XXXI | BI01010001010000000000000515BI0100001126 | 2 | No. |
| 17 | 17 | Job Mix Design with all Tests on aggregate (INCLUDING bitumen) for DBM/SDBC/AC | BI01010001010000000000000515BI0100001127 | 1 | No. |
| 18 | 18 | Royalty Charges | BI01010001010000000000000515BI0100001130 | 327.75 | CuM. |
AI Tender Summary
Tender Timeline
Sep 07, 2019
11:30 IST
Tender Published
Tender notice published.
CompletedSep 14, 2019
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 16, 2019
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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