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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.8 LAccepted-AOC | ₹32.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹34.8 LRejected-AOC | ₹34.8 L | L2 | Rejected-AOC L2 |
| 3 | L3₹35.9 LRejected-Finance KERALA KL | THRISSUR | KERALA | 679105 | ₹35.9 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | SARAVANAKUMAR S L2 | JACOB ANTONY L1 | M A SAINUDHEEN L3 |
|---|---|---|---|---|---|---|
| 1.00Road Work | ||||||
| 1.00 | 2.2.2.A:Clearing and Grubbing Road Land<br> Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. <br> (II) By Mechanical Means <br> (A) In area of non-thorny jungle | 0.08 | Hectare | 30,000 ₹2,370 | 25,708.99 ₹2,031.01 | 28,130.16 ₹2,222.28 |
| 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. | 548.1 | cum | 60 ₹32,886 | 53.94 ₹29,564.51 | 59.02 ₹32,348.86 |
| 1.00 | OD434521/2025-2026:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted. (Modified MORD Specification 3.3) | 548.1 | cum | 20 ₹10,962 | 17.21 ₹9,432.80 | 18.83 ₹10,320.72 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 23.4 | cum | 2,800 ₹65,520 | 2,693.67 ₹63,031.88 | 2,947.35 ₹68,967.99 |
| 1.00 | 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) | 395.18 | cum | 8,180 ₹32.3 L | 7,717.95 ₹30.5 L | 8,444.79 ₹33.4 L |
| 1.01 | 10.3.A.2:Direction and Place Identification signs upto 0.9 sqm size board <br> A. Retro-reflectorised Traffic Signs <br> Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701. | 0.9 | sqm | 8,000 ₹7,200 | 6,584.97 ₹5,926.47 | 7,205.11 ₹6,484.60 |
| 1.01 | OD437004/2025-2026:Providing and Fixing Good Quality Granite Name Board with Lettering including all cost
,conveyance, Labour Charges etc.. Complete. | 1 | each | 3,000 ₹3,000 | 2,534.06 ₹2,534.06 | 2,772.71 ₹2,772.71 |
| 2.00Cross Drainage | ||||||
| 2.00 | 9.1.1:Excavation for Structures<br> Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.<br> I. Ordinary soil<br> (i) Upto 3 m depth | 14.7 | cum | 700 ₹10,290 | 760.06 ₹11,172.88 | 831.64 ₹12,225.11 |
Tender Value
₹40.7 L
EMD Value
₹50,000
Closing Date
16 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer,LSGD Section Devikulam
Annual Plan-DEVIKULAM GP 2025-2026 - WARD 16 - KUTTIYAR VALLEY 5 CENT ROAD AND DRAINAGE CONSTRUCTION- (294/26)-General Civil Work
2026_LSGD_831737_4
17/AE/LIDEW/DKLM/2025
Open Tender
Civil Works - Roads
180 days
DEVIKULAM
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
15 May 2026
9 Feb 2026
18 Feb 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
Road Work
2.2.2.A:Clearing and Grubbing Road Land<br> Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. <br> (II) By Mechanical Means <br> (A) In area of non-thorny jungle
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.
OD434521/2025-2026:Construction of Embankment with Material Obtained from Roadway Cutting <br> Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted. (Modified MORD Specification 3.3)
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
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)
10.3.A.2:Direction and Place Identification signs upto 0.9 sqm size board <br> A. Retro-reflectorised Traffic Signs <br> Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.
OD437004/2025-2026:Providing and Fixing Good Quality Granite Name Board with Lettering including all cost ,conveyance, Labour Charges etc.. Complete.
Cross Drainage
9.1.1:Excavation for Structures<br> Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.<br> I. Ordinary soil<br> (i) Upto 3 m depth
9.2.1:Bedding for Pipe <br> (i) Type A (Concrete Cradle) Bedding <br> Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> 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.<br>(C) 750 mm dia
9.14.1:Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108<br>I. Sand filling
9.9.1:Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 <br> (i) Nominal mix 1:3:6
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 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
OD434522/2025-2026:Painting on Concrete/Steel Surfaces with Epoxy<br> Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701 (Modified MORD Specification 10.7)
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