Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.6 LAccepted-AOC | ₹32.6 L | L1 | Accepted-AOC Lowest Rate. So Accepted |
| 2 | L2₹32.6 LRejected-Finance | ₹32.6 L | L2 | Rejected-Finance Highest Rate. So Rejected |
| 3 | L3₹32.6 LRejected-Finance | ₹32.6 L | L3 | Rejected-Finance Highest Rate. So Rejected |
Tender Value
₹32.7 L
EMD Value
₹33,000
Closing Date
3 Dec 2025, 5:00 pmClosed
Add. Chief Executive Officer
Z P Works Division Buldana
IMPROVEMENT OF CHINCHOL TO TALSWADA ROAD VR-04 CH. 0/00 TO 2/00 TQ. MALKAPUR DIST-BULDANA (WITH HOT MIX)
2025_BULDH_1252572_9
14/2025-26
Open Tender
Civil Works
180 days
IMPROVEMENT OF CHINCHOL TO TALSWADA ROAD VR-04 CH
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,180
₹33,000
11 May 2026
27 Nov 2025
5 Dec 2025
27 Nov 2025
3 Dec 2025
27 Nov 2025
Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area .
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.
Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres.
Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)80 mm Metal, By breaking Boulders (Hand broken).
Supplying trap/granite/quartzite/gneiss stone metal of required size by bringing the boulders / Rubble at the road side breaking them to required gradation including conveying the boulders /Rubble and stacking the broken metal etc. complete . (Prior approval of sample stack of broken metal by the Ex. Engineer is necessary the date of approval will form part of the measurements) a)40 mm Metal, By breaking Boulders (Hand broken).
Supplying soft murum at the road site, including conveying and stacking complete.
Supplying hard murum/ kankar at the road site, including conveying and stacking complete.
Spreading 80/40 mm metal for road work including sectionong etc complete as directed by Engineer in charge .
Spreading hard murum/ soft murrum/ gravel or kankar for side width complete
Compacting the sub grade/gravel/oversize metal (200 mm loose) layers for all width with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.
Compacting the sub grade / gravel / size metal (100 mm loose) layers for all widths with Power roller having weight 8 to 10 MT. including necessary, labour, materials and artificial watering complete.
Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering etc. complete.
Providing and constructing 50 mm. thick Modified Penetration Macadam (MPM) road surface including all mataerials, preparing the existing road surface, spreading 40mm. stone metal layers 30% crusher broken metal + 70% Hand broken (by breaking rubble obtained by blasting) heating and spraying the bitumen of specified grade @ 1.75 kg/sqm, spreading 12mm.size chips compacting with static roller having weight 8 to 10 MT. to achive the desired degree of compaction as per Technical Specification Clause 506 etc. complete. Including picking of existing WBM surface.(VG-30 bulk bitumen rates are considered to arrive at rates)
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 kg/10 sqm.(VG-30 bulk bitumen rates are considered to arrive at rates)
Open Graded Premix Surfacing- Providing and Laying OGC 20 mm thickness composed of 13.2 mm to 5.6 mm 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 but excluding prime / tack and Seal coat. For Bitumen of specified grade--USING drum mix type hot mix plant with SCADA, Paver and Vibratory roller ( Over MPM Surface) (VG-30 bulk bitumen rates are considered to arrive at rates)
Providing and laying of Type - B premix seal coat with HMP of approprate crushed stone chipping 6.70 mm size and penetration bitumen of specified grade @ 0.68 Kg / Sqm. , preparing existing road surface including mixing in suitable Batch Mix plant and rolling by static roller having weight 8 to 10 MT. etc. complete. (VG- 30 bulk bitumen rates are considered to arrive at rates)
Add For Royalty Of Other material
WA,IV/CV,SP Gr
WA,IV/CV,SP Gr
Pnr,Soft Pnt,FF Pnt, Sp G.
Extraction
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval
aoc
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.23 MB
9_Chincol.pdf
Tender Documents • 0.95 MB
BOQ_2159489.xls
BOQ • 0.29 MB
Download all tender documents and submit your bid