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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.7 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | L2₹35.7 L+₹5,011 (0.14%)Rejected-Finance | L2 | Rejected-Finance L1 AGREEMENT EXECUTED |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
12 Feb 2021, 5:00 pmClosed
SUPERINTENDING ENGINEER
SUPERINTENDING ENGINEER,KOLLAM MUNICIPAL CORPORATION,691001
-iv54(Alattukavu) Sangeetha Jn-varambelkada- valliyattu Jn-koottungal road Re tarring
2021_LSGD_411078_1
02/02/2021
Open Tender
Civil Works - Roads
Item Rate
120 days
KOLLAM MUNICIPAL CORPORATION
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,500
Yes
₹50,000
Yes
30 Mar 2021
2 Feb 2021
16 Feb 2021
2 Feb 2021
12 Feb 2021
2 Feb 2021
Amount
Re-taring
3.15 : Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means <br>
od994717/2020_2021 : Filling up low lying and water logged areas with local quarry material/ quarry muck, spreading in layers, levelling the top at site and consoldation by ramming etc. complete.
4.12 : 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.
od993930/2020_2021 : Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means.
od993931/2020_2021 : Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.
55.4 : Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
od993934/2020_2021 : Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm departmental broken stone and compacting with power roller to get a compact surface.
od993935/2020_2021 : Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
55.2 : Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
od993936/2020_2021 : Levelling undulation with precoated chips with 1% of paving bitumen (vg 30) by weight of chips in a suitable mixer duly heated to 160 degree temperature spreading, levelling and rolling to required line and level for thickness up to 20 mm.
od993937/2020_2021 : Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscosity Grade paving Bituen( VG -m30) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable HMP of appropriate capacity not less than 75 tonnes/<br>hour, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades. (with 7% bitumen replaced by stredded waste plastic)<br><br><br><br><br><br><br><br><br><br><br><br><br><br><br><br><br><br><br><br>
od993938/2020_2021 : Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using crushed stone chipping of 6.7 mm size and bitumen (VG-30) @ 9.8 kg per 10 sqm
od994675/2020_2021 : Construction of plain cement concrete pavement thickness as per design over a prepared subgrade or sub base with 43 grade cement or any other type clause 1501.2.2 M-20 grade course and fine aggregate conforming to IS 383 maximum size of course aggregate not eceeding 25 mm mixed in a concrete mixer of not less that 0.2 cubic metre capacity and appropreate and weight batcher using approved mix design laid in approved fixed side form work(steel chanel,wedges,steel plate including levelling the form work as per drawing) spreading the conrete with showels,rakes,compacted using needle vibrator and finished in continuous operation including provision of contraction and expansion,construction joints ,curing of concrete slab for 14 days with water finishing to lines and grades as per drawing and technical specification clause 1501{form work included }
Moonlight Constructions
Bidder Name
Moonlight Constructions
MOONLIGHT DEVELOPERS AND INFRASTRUCTURES
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_584146.pdf
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