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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC BENGLAVIL HOUSE KOORIYAD MALAPPURAM DIST KERALA PIN 676306 | MALAPPURAM | KERALA | 676306 | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹7.4 L+₹78,236.40 (11.8%)Rejected-AOC | L2 | Rejected-AOC Second | |
| 3 | L3₹7.8 L+₹1.2 L (18.2%)Rejected-AOC | L3 | Rejected-AOC Third | |
| 4 | L4₹8.0 L+₹1.3 L (20.1%)Rejected-AOC | L4 | Rejected-AOC Fourth |
Tender Value
₹8.5 L
EMD Value
₹21,143
Closing Date
27 Jun 2023, 11:00 amClosed
Assistant Executive Engineer
Office of the assistant executive engineer PWD roads sub division Tirur-676101
2023-24 Improvements and Safety Protection works near Chengani Anganwadi in between KM 16/100 and 16/200(LHS) side in Parappanagadi Areacode (SH) Road In Vengara LAC
2023_PWD_582409_1
D3/8476/2023-24 Dt 16-06-2023
Open Tender
Civil Works - Roads
Item Rate
120 days
Parappanangadi
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,865
Yes
₹21,143
Yes
3 Aug 2023
16 Jun 2023
30 Jun 2023
16 Jun 2023
27 Jun 2023
16 Jun 2023
Amount
Road safety
3.13.1.B:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means - (Depth upto 3 m)
12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
12.8.A.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15
12.8.1.C:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)
55.22:Supplying and laying interlocking tile 100 mm or nearest size thickness, minimum strength M 40 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete.
8.20:Providing, Fixing and erecting 50 mm dia GI pipe railing in 3 rows duly painted on Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings including painting over suitable primer .
SAHEED PARAYI
K.K. UMMER KOYA
K K ABOOBACKERHAJI
Bidder Name
SAHEED PARAYI
Mohamed Fazal
K K ABOOBACKERHAJI
K.K. UMMER KOYA
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_860197.pdf
boq_comp_chart.xlsx
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details.html
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