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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAccepted-AOC ARUNODAYAM HOUSE KAYANNA BUSS P O PERAMBRA VIA 673525 KOZHIKODE DISTRICT KOYILANDI TALUK KAYA VILLAGE | KOZHIKODE | KERALA | 673525 | L1 | Accepted-AOC work awarded to Lowest | |
| 2 | L2₹8.4 L+₹39,380.23 (4.93%)Rejected-AOC 1003 SUB TREASURY DEVIKULAM | L2 | Rejected-AOC work awarded to L1 | |
| 3 | L3₹8.9 L+₹92,121.85 (11.5%)Rejected-AOC KUNNATH MOOLAD 673614 | KOZHIKODE | KERALA | 673614 | L3 | Rejected-AOC work awarded to L1 | |
| 4 | L4₹9.1 L+₹1.1 L (13.5%)Rejected-AOC | L4 | Rejected-AOC work awarded to L1 |
Tender Value
₹9.9 L
EMD Value
₹24,737
Closing Date
14 Oct 2022, 3:00 pmClosed
Assistant Executive Engineer, PWD Roa
Office of theAssistant Executive Engineer, PWD Roads Sub Division, Koyilandy
Re construction of culvert on Kayanna GUP school Padikkunnu roadbetween KM 3/000-3/200-
2022_PWD_513721_1
D1/TN//23/2022-23(23)
Open Tender
Civil Works - Roads
Item Rate
120 days
perambra
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,185
Yes
₹24,737
Yes
17 Dec 2022
7 Oct 2022
17 Oct 2022
7 Oct 2022
14 Oct 2022
7 Oct 2022
Amount
Construction of culvert and Drainage work
2.4.4.D:Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres Dismantling Stone Masonry - Dry rubble masonry
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>
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)
13.9.A:Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
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.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer
12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
8.8:Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
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.
12.8.B:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 (Without formwork) <br>
RAJAN
K C SUNI
NITHIN PURUSHOTHAMAN
Bidder Name
NITHIN PURUSHOTHAMAN
GOVINDAN NAIR N M
RAJAN
K C SUNI
stage.html
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finance_736422.pdf
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