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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹94.9 LAccepted-AOC N A | L1 | Accepted-AOC Being L1 accepted | |
| 2 | L2₹95.3 L+₹42,372.55 (0.45%)Rejected-AOC ABISH BHAVAN VELLIMON WEST P O PERINAD KOLLAM | PATHANAMTHITTA | KERALA | 689694 | L2 | Rejected-AOC Being L2 rejected | |
| 3 | L3₹96.4 L+₹1.5 L (1.58%)Rejected-AOC JILLA PANCHAYAT DIVISION KOLLAM | PATHANAMTHITTA | KERALA | 689694 | L3 | Rejected-AOC Being L3 rejected | |
| 4 | L4₹98.4 L+₹3.5 L (3.68%)Rejected-AOC | L4 | Rejected-AOC Being L4 rejected | |
| 5 | L5₹1.0 Cr+₹5.3 L (5.59%)Rejected-AOC PARAVILA PUTHENVEEDU MUTTAKKAVU NEDUMPANA P O KOLLAM | KOLLAM | KERALA | 689694 | L5 | Rejected-AOC Being L5 rejected |
Tender Value
₹1.1 Cr
EMD Value
₹50,000
Closing Date
24 Dec 2024, 6:00 pmClosed
Superintending Engineer, HESC
Superintending Engineer, HarbourEngineering South Circle, Kamaleswaram, Manacaud (PO), Thiruvananthapuram-9
GSB filling, Quarry muck filling of the road, concreting the road surface with CC 1 3 6 and 1 2 4 each in 10 cm thick layers. DR packing proposed for foundation of protection wall on the sides of road, construction of protection wall and drain. PCC b
2024_HED_715820_1
HED/CEHED/TR/879/2023_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
240 days
Thrikkaruva GP in Kollam LAC
Please refer Tender documents.
11 documents required · 11 mandatory
₹5,515
₹50,000
Yes
14 Feb 2025
12 Dec 2024
27 Dec 2024
12 Dec 2024
24 Dec 2024
12 Dec 2024
Amount
GSB AND QUARRY MUCK
OD2934/2023-2024:Filling with Quarry Muck-Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.52.2:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On concrete work
CONSTRUCTION OF CONCRETE ROAD
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
DR masonry
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
CONSTRUCTION OF PROTECTION WALL AND DRAIN
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.4.5:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203V. R.C.C. grade M 25
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
SOLOMON J K CONTRACTOR (BID ID -2033669)
Abdulkalam (BID ID -2033764)
K.S Ansar (BID ID -2033743)
H.shoukkath (BID ID -2032405)
Bidder Name
Abdulkalam
SOLOMON J K CONTRACTOR
H.shoukkath
THOMAS JOHN
K.S Ansar
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1128831.pdf
boq_comp_chart.xlsx
xlsx
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