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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 LAccepted-AOC KAMALA BHAVAN NEDUMANGAD PO NELLANADU GRAMA PANCHAYATH | THIRUVANANTHAPURAM | KERALA | 695001 | ₹14.5 L | L1 | Accepted-AOC FIRST |
| 2 | L2₹14.6 L+₹9,084.84 (0.62%)Rejected-AOC | ₹14.6 L+₹9,084.84 (0.62%) | L2 | Rejected-AOC SECOND |
| 3 | L3₹15.2 L+₹70,146.79 (4.82%)Rejected-Finance | ₹15.2 L+₹70,146.79 (4.82%) | L3 | Rejected-Finance THIRD |
Tender Value
₹15.2 L
EMD Value
₹38,125
Closing Date
26 Mar 2025, 4:20 pmClosed
ASSISTANT ENGINEER
LSGD, OLAVANNA
532 - MATHRA VETTUVEDAN KUNNU ROAD -DRAINAGE WORK
2025_LSGD_752217_1
AE/OLV/9/24
Open Tender
Civil Works - Roads
Item Rate
180 days
OLAVANNA
Please refer tender documents
10 documents required · 10 mandatory
₹2,760
Yes
₹38,125
Yes
29 Apr 2025
19 Mar 2025
28 Mar 2025
19 Mar 2025
26 Mar 2025
19 Mar 2025
Amount
DRAINAGE CUM SLAB
2.5.2.A:Dismantling of Structures<br> 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 m as per Technical Specification Clause 202.<br>(II) By Mechanical Means <br> (A) Cement Concrete
3.6:Excavation in Marshy Soil <br> Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6.
OD502684/2024-2025: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
OD524732/2024-2025:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 (modified 11.4.1.1)
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
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)
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD510625/2024-2025:Providing and fixing granite name board in position
ROAD CONCRETE WORK
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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.
OD510447/2024-2025:Granular sub-base/base/surface course with DEPARTMENTAL 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. ( OD CREATED FROM MORD ITEM = 4.11.2 )
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
ASSAN KOYA K (BID ID -2177436)
NIBEESH T (BID ID -2177225)
Bidder Name
ASSAN KOYA K
manoj
NIBEESH T
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1219794.pdf
boq_comp_chart.xlsx
xlsx
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