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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1st₹73.6 LAccepted-AOC | 1st | Accepted-AOC L1 | |
| 2 | 2nd₹81.8 L+₹4.6 L (5.91%)Rejected-Finance | 2nd | Rejected-Finance L2 | |
| 3 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹1.4 L
Closing Date
14 Jun 2021, 4:00 pmClosed
Executive Engineer SSD Khaltsi
Office of the Executive Engineer SSD Khaltsi
Providing and Laying of 75 mm thick WMM and 25 mm thick OGPC at Link Road from Fanjila Ursi to Ursi Dok km 2nd to 5th (Under Languishing)
2021_PWD_3246_1
E-Tender No 37 of SSD Khaltsi of 2021-22
Open Tender
Civil Works - Roads
Item Rate
30 days
Khaltsi
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,000
Yes
Executive Engineer SSD Khaltsi
₹1.4 L
Yes
14 Jul 2021
2 Jun 2021
16 Jun 2021
3 Jun 2021
14 Jun 2021
3 Jun 2021
Amount
Providing and laying and rolling of 25 mm thick compacting open graded premix carpet in conforming with latest (MOST) specification for roads and bridge works with hot mix plant and paver finisher using crushed aggregate including scarification preparation and cleaning of surface,reparing of port holes by way of metalling(any depth) upto area of 1 sqm of earth port holes not exceeding 10% of total surface area,Laying of Tack coat and seal coat including cost of material hire charge of plant,machinary equipment and inclusive all carriage charge,taxes,octrio,lead lift etc,including cost of material and carriage complete job.
Providing, laying, spreading and compacting graded stone aggregate (size range 53mm to 100mm) to wet. Mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed materials by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub-base/ base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specification and directions of Engineer-in-charge. (Complete Job)
Earth work in rough excavation, banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : All kinds of soil and carrige of material up to 1km (Complete job)
M/S ABDUL QADIR
stage.html
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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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details.html
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