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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC | ₹5.6 L | L1 | Accepted-AOC agt executed |
| 2 | L2₹5.8 L+₹27,923.18 (5.02%)Rejected-AOC | ₹5.8 L+₹27,923.18 (5.02%) | L2 | Rejected-AOC second lowest |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-PWD Contractors registration not attached, EMD exemption certificate attached is not valid. |
Tender Value
₹5.1 L
EMD Value
₹12,692
Closing Date
24 Oct 2024, 6:00 pmClosed
SAPNA C
ASSISTANT EXECUTIVE ENGINEER
MLA-SDF-2022-23 SRI M VIJIN MLA -PILATHARA MODON KULAM BYE PASS ROAD IN CHERUTHAZHAM GRAMA PANCHAYATH(RETENDER)
2024_LSGD_696237_1
6/AEEKLSY/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Kalliassery BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,692
Yes
24 Jan 2025
15 Oct 2024
26 Oct 2024
15 Oct 2024
24 Oct 2024
15 Oct 2024
Amount
INTERLOCK
3.15.2:Compacting Original Ground<br> (ii) Compacting original ground supporting subgrade<br> Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
OD4461/2023-2024:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504. Bedding with 6mm aggregate and filling joints with sand. Sand as per Table 1500.5 Bed = 60.00x3.75x 0.03 = 6.75 cum Joints = 60x0.08X0.1 = 0.48 cum (MOD 6.7.1)
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
NAME BOARD
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
OD4473/2023-2024:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
7.38.1.1:Stone tile work for wall lining upto 10 m height with special adhesive over 12mm thick bed of cement mortar 1:3 (1 cement :3 coarse sand), including pointing in white cement with an admixture of pigment to match the stone shade. 8 mm thick (mirror polished and machine cut edge)Granite stone of any colour and shade
16.21:Engraving letters in hard stone
13.82.2:Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats
YADURAJ. T.V.
Bidder Name
K KRISHNAN
YADURAJ. T.V.
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1085588.pdf
boq_comp_chart.xlsx
xlsx
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