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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.0 LAccepted-AOC | L1 | Accepted-AOC AGREEMENT EXECUTED | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | RAJU A K L1 | BABY JOSEPH L2 |
|---|---|---|---|---|---|
| 1.00Culvert | |||||
| 1.00 | OD422222/2024-2025:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set
including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc
completeModified 60.2.2 | 84 | hour | 426.9 ₹35,859.6 Lowest | 474 ₹39,816 |
| 1.00 | OD422236/2024-2025:od1267458/2021_2022 :RING BUND Type II Putting up ring bund with earth fille gunny bags of top width
0.75m bottom width 1.5m height 1.5 m side and filling in between with earth to form ring bund and
maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund
after completion of the work.etc.complete
MODIFIED 60.1.2 | 28 | metre | 1,009.53 ₹28,266.84 Lowest | 1,122 ₹31,416 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 204.48 | cum | 60.08 ₹12,285.16 Lowest | 66 ₹13,495.68 |
| 1.00 | OD422216/2024-2025:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete. MODIFIED 60.5.2 | 50 | each | 521.77 ₹26,088.5 Lowest | 580 ₹29,000 |
| 1.00 | OD422237/2024-2025: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 Modified 60.7.2 | 68.64 | cum | 2,778.88 ₹1,90,742.32 Lowest | 3,000 ₹2,05,920 |
| 1.01 | 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 | 19.76 | cum | 8,092.31 ₹1,59,904.05 Lowest | 9,000 ₹1,77,840 |
| 1.01 | 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 | 37.68 | cum | 8,888.44 ₹3,34,916.42 Lowest | 9,887 ₹3,72,542.16 |
| 1.01 | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 44.07 | cum | 7,908.37 ₹3,48,537.68 Lowest | 8,796 ₹3,87,657.31 |
| 1.01 | 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) | 2.94 | cum | 8,258.87 ₹24,281.08 Lowest | 9,500 ₹27,930 |
Tender Value
₹35.6 L
EMD Value
₹50,000
Closing Date
14 Oct 2025, 4:00 pmClosed
Executive Engineer
O/o the Executive Engineer, LSGD Division, Kakkanad, Ernakulam.
Refer Tender Document
2025_LSGD_806618_1
ET110/MLA-ADS/EE/LSGD/25-26
Open Tender
Civil Works - Others
Item Rate
365 days
KAKKANAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
19 Jan 2026
7 Oct 2025
16 Oct 2025
7 Oct 2025
14 Oct 2025
7 Oct 2025
Amount
Culvert
OD422222/2024-2025:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc completeModified 60.2.2
OD422236/2024-2025:od1267458/2021_2022 :RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 0.75m bottom width 1.5m height 1.5 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete MODIFIED 60.1.2
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD422216/2024-2025:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete. MODIFIED 60.5.2
OD422237/2024-2025: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 Modified 60.7.2
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
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (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)
12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5<br>R.C.C M 25
13.1.1.1:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 <br> I. R.C.C grade M 20 <br> (i) For nominal mix 1:2:4
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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
13.3:Supplying, fitting and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002,1010 and 1202
3.4:Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.(C) 750 mm dia
OD422277/2024-2025:Supplying and fixing in place granite name board of slab area less than >( sqm including engraving and painting letters etc. complete as per direction of Engineer in charge at site
BABY JOSEPH (BID ID -2388699)
Bidder Name
RAJU A K
BABY JOSEPH
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