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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.5 CrAccepted-AOC | ₹3.5 Cr | L-1 | Accepted-AOC L-1 |
Tender Value
₹3.0 Cr
EMD Value
₹1.5 L
Closing Date
15 Oct 2018, 6:00 pmClosed
EX ENG PWD SANGAMNER
OFFICE OF THE EX ENG PWD SANGMANER
Improvements to Dhamori Rawande Yesgaon Padhegaon Road. (MDR-4) Km. 0/00 to 7/500 Tal.Kopargaon Dist.Ahmednagar.
2018_PWR_358851_1
PWD Sangmaner/ Notice No.47 for 2018-2019-7
Open Tender
Civil Works - Roads
Item Rate
270 days
TAL.KOPARGAON
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,360
via Net Banking
₹1.5 L
9 Oct 2023
5 Oct 2018
19 Oct 2018
5 Oct 2018
15 Oct 2018
5 Oct 2018
Amount
Clearing grass and removal of rubbish up to a distance of fifty metres outside the periphery of the area .
Dressing of side shoulder / Scrapping the road side shoulder by Mechanical means ( By JCB /DOUZER) including excavation of raised side shoulders upto fifteen centimetre depth including remooving /cutting bushes,grass and dressing shoulder to desired camber and disposing of excavated stuff up to road boundary excetra complete. as directed by Engineer In Charge.
Excavation for catch / side water gutter in all sorts of soils to the specified section including stacking the excavated stuff in a regular bund and disposing of unsuitable or excess stuff as directed all sorts of soils.
Providing earth work in embankment with approved materials obtained from departmental/Private land or other sources upto lead of fifty metres including all lifts, laying in layers of twenty centimetre to thirty centimetre thickness breaking clods, dressing to the required lines, curves, grades and section, watering and compaction with power roller to achieve not less than nintyseven percent of standard proctor density excetra complete. Note:- If material for the earthwork to be brought from borrow areas from private land owner,the rate of compensation to be given to land owner shall be decided by the concerned Superintending Engineer,depending on local site conditions.
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading One (Using Screening Type A (13.2) milimetre Aggregate).
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting with Intelligent Compactor with compaction analyzer and V-Sat attachment. to the required density. Grading Two (Using Screening Type B (11.2 milimetre) Aggregate).
Providing and constructing seventyfive milimetre. thick Modified Penetration Macadam road surface including all materials, preparing the existing road surface, spreading forty milimetre stone metal layers thirty percent crusher broken metal + seventy percent Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of VG-thirty grade @ two kilogram per squaremetre, spreading twelve milimetre size chips compacting with three wheel static roller having weight eight to ten metric ton to achive the desired degree of compaction as per Technical Specification Clause five hundred six excetra complete. Including picking of existing water bound mecadam surface.
BITUMINOUS MACADAM: Providing and laying bituminous macadam using crushed aggregate of Grading two, premixed with bituminous binder, 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 fifty/seventyfive milimetre compacted thickness with -- Using 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 excetracomplete --Bitumen VG-thirty grade 3.40 percent
Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5 kilogram per ten squaremetre.VG-thirty bulk bitumen.
Open Graded Premix Surfacing- Providing and Laying Open Graded Carpet twenty milimetre thickness composed of 13.2 milimetre to 5.6 milimetre aggregates premixed with bituminous binder transported to site with VTS , laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired compaction VG-thirty Bitumen, including providing and laying seal coat sealing voids in a bituminious surface laid to the specified level and cross fall using Type A seal coat but excluding prime / tack coat. For Bitumen VG-thirty bulk--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller
Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
Spreading hard murum for side width excetra complete
Compacting the hard murum side widths including laying in layers on each side with power roller including artificial watering excetra complete.
Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting as necessary and disposing off excavated stuff as directed excetra complete.
Providing rubble filling of trap/ granite/ quartzite gneiss stones for foundations including hand packing filling gravel / sand in the voids excetra complete.
Providing and laying in situ / ready mix cement concrete of M10 proportion with trap/ granite/ quartzite/ gneiss metal in foundation including necessary form work, compacting and curing excetra complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer)) with SCADA with Natural / VSI standard Artificial Sand)
Providing cast in situ / ready mix M10 grade cement concrete for head walls of CD work / retaining walls excetra including necessary form work, compaction, finishing and curing excetra complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand, cement 4.05 bags/cumt)
Providing and casting in situ / ready mix PCC M20 grade of trap metal for coping to head walls / parapet including centering, form work, compaction and curing excetra complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA with Natural / VSI standard Artificial Sand)
Providing and laying cement concrete pipe of IS 458:2003 NP-2 class of 900milimetre diameter in proper line, level and slope including providing and fixing collars in cement mortar 1:2 and curing excetra complete.
Providing and fixing stream lined M15 grade Reinforced cement concrete guard stone including mild steel bar reinforcement excetra complete.
Providing and fixing Reinforced cement concrete two hundred metre stones as per I.R.C. standard including painting lettering excetra complete.
Providing and fixing Reinforced cement concrete 1:2:4 ordinary kilometre stones including painting numbering excetra complete for National Highway/ State Highway/ Major District Road excetra as per IRC design for highway kilometre stone and fixing in standard size cement concrete 1:4:8 block excetra complete.
Providing and fixing Reinforced cement concrete 5th Km. stones, on National Highway/ State Highway/ Major District Road excetra including painting, numbering excetra complete as per IRC design for highway km. stones and fixing in standard size cement concrete 1:4:8 block complete.
Shooting of still photographs outdoor and indoor of construction and other works of building, bridges, roads, excetra in District and outside dist. at any distances.
Laboratory testing charges required for material testing on the basis of testing frequency and charges fixed by Vigilance and quality control circle Nasik for the current year as per separate Statement attached.
Royalty Charges for used material.
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
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