Construction Of Bt Road From Kamalbai To Kailash Dadu In Alibagh Nagar In W . No . 12 .
Tender Value
21.53 Lakhs
Estimated cost
Bid Submission
30 Jan 2020
0 days left
EMD
21534
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 Bt Road From Kamalbai To Kailash Dadu In Alibagh Nagar In W . No . 12 .
BOQ
| Name of Work: Proposed Construction Of B.T. Road From 1) Kamalbai dhabadge Plot to H/o Kailas Jadhav At Alibag Nagar, 2) H/o Sonpasare To H/o Mane @ Munim Colony , Ward No.12, for P.C.M.C. Parbhani | |||||
|---|---|---|---|---|---|
| Sl.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. | BI01010001010000000000000515BI0100001113 | 590.63 | 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. | BI01010001010000000000000515BI0100001114 | 126.59 | 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 300m. to 500m. inclusive, from the site of excavation to the site of deposition as directed. | BI01010001010000000000000515BI0100001115 | 590.63 | CuM. |
| 4 | 4 | Providing earth work in embankment with approved materials obtained from departmental land or 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 and section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete | BI01010001010000000000000515BI0100001116 | 421.88 | CuM. |
| 5 | 5 | 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. | BI01010001010000000000000515BI0100001117 | 189.83 | CuM. |
| 6 | 6 | 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 | BI01010001010000000000000515BI0100001118 | 126.56 | CuM. |
| 7 | 7 | 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. -- a)19 mm nominal chippling size( bitumen 12.00kg/ 10Sq.M.) --Bitumen of specified grade (VG 30 bulk bitumen rate sareconsidered to arrive at rates) | BI01010001010000000000000515BI0100001119 | 843.75 | sqm |
| 8 | 8 | 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 rates are considered to arrive at rates) | BI01010001010000000000000515BI0100001120 | 843.75 | sqm |
| 9 | 9 | 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) | BI01010001010000000000000515BI0100001121 | 42.19 | CuM. |
| 10 | 10 | 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) | BI01010001010000000000000515BI0100001122 | 25.31 | CuM. |
| 11 | 11 | Dressing of side shoulder / Scrapping the road side shoulder byMechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto 15cm depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary etc complete. as directed by Engineer In Charge. | BI01010001010000000000000515BI0100001123 | 225 | sqm |
| 12 | 12 | Supplying soft murum/ kankar at the road site, including conveying and stacking complete. | BI01010001010000000000000515BI0100001124 | 33.75 | CuM. |
| 13 | 13 | Spreading hard murum/ soft murrum/ gravel or kankar for side width complete | BI01010001010000000000000515BI0100001125 | 33.75 | CuM. |
| 14 | 14 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete. | BI01010001010000000000000515BI0100001126 | 225 | sqm |
| 15 | 15 | Providing bituminous Type Aliquid seal coat on bituminous surface including supply ing all materials and bitumen of specified grade preparing existing road surface, heat ing and applying bitumen @0.98Kg Sqm. by mechanic almeans ,spreading chips and rolling, by static roller having weight 8to10 MT .etc.complete.(VG-30bulkbitumenrates are considered to arrive at rates) | BI01010001010000000000000515BI0100001127 | 843.75 | sqm |
| 16 | 16 | 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 | BI01010001010000000000000515BI0100001128 | 1 | nos |
| 17 | 17 | C.B.R. Test ( Field Determination Test) Excluding\nTransportation.As per lS 2720 Part )fiXl | BI01010001010000000000000515BI0100001129 | 1 | test |
| 18 | 18 | Job Mix Design with all Tests on aggregate\n(Excluding bitumen) for DBM/SDBC/AC/SMA (Stone\nMastic Ashphalt)\n( Testing of Bitumen shall be seperately Charged) | BI01010001010000000000000515BI0100001130 | 1 | test |
| 19 | 19 | Penetration, Softening Point, Flash & Fire Point,\nSpecific Gravity | BI01010001010000000000000515BI0100001131 | 0.001 | test |
| 20 | 20 | Royalty | BI01010001010000000000000515BI0100001132 | 455.63 | CuM. |
AI Tender Summary
Tender Timeline
Jan 15, 2020
11:30 IST
Tender Published
Tender notice published.
CompletedJan 30, 2020
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedFeb 03, 2020
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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