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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAccepted-AOC | L1 | Accepted-AOC LOWEST IN THE TENDER | |
| 2 | L2₹12.7 L+₹17,543.21 (1.40%)Rejected-AOC CHETTIYADA KANNADY PO PULINCUNNOO ALAPPUZHA | L2 | Rejected-AOC SECOND LOWEST | |
| 3 | L3₹12.7 L+₹19,059.82 (1.52%)Rejected-AOC | L3 | Rejected-AOC THIRD LOWEST |
Tender Value
₹12.7 L
EMD Value
₹31,772
Closing Date
8 Apr 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Executive Engineer
Assistant Executive Engineer, PWD Roads Sub Division Kuttanad
LAC ADS MLA LAC ADS 2024 2025 KUTTANADU LAC Improvements of Poykaramkulam to Vadakkum muri road in ward no 11 of champakulam grama panchayath Panchayath road General Civil Work
2025_PWD_756678_1
PWD/RB/TR/2298/2025_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Kuttanad
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹31,772
21 Jun 2025
29 Mar 2025
10 Apr 2025
29 Mar 2025
8 Apr 2025
29 Mar 2025
Amount
Panchayath road
OD252516/2024-2025:Dismantling of flexible pavements and sectioning the dismantled material and re rolling .
55.2:Supplying and stacking 12mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.3:Supplying and stacking 6mm hard blue granite broken stone in standard heaps for measurement(IRC 3.2.1.a)
55.4:Supplying and stacking 36mm size hard broken stone in standard heaps for measurement.
55.9.a: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 12mm departmental broken stone and compacting with power roller to get a compact surface.
55.8.a: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.
4.2.A.2:Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-IV - For lower sub-base - Mix in Place Method
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.
5.1.a: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.
55.1.a:Providing, laying and rolling of open graded premix carpet of 20 mm thickness with 0.27 cum of 12 mm departmental aggregates premixed with 12.96 kg of bitumen per 10 sqm using penetration grade bitumen to required line, grade and level on a previously prepared base, after priming the existing surface with 5 kg of bitumen (VG 30) 10 sqm including mixing in a suitable plant, laying and rolling with a three wheel static roller of 80-100 KN capacity, finished to required level and grades,followed by a seal coat of 0.09 cum of 6 mm departmental aggregates premixed with 8.64 kg of bitumen per 10 sqm. <br> By Manual Means.
OD252561/2024-2025:Providing and fixing of DLP board with Non-retro-reflectorised Vinyl sign with 1 years warranty manufactured Vinyl Printed sheeting fixed over aluminum sheeting 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.
JOSHY VARGHESE (BID ID -2187056)
VIJAY V NAIR (BID ID -2187102)
Bidder Name
JOJY JOEPH
JOSHY VARGHESE
VIJAY V NAIR
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1229074.pdf
boq_comp_chart.xlsx
xlsx
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