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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.6 LAccepted-AOC | ₹3.6 L | 1 | Accepted-AOC lowest |
| 2 | 2₹3.8 LRejected-AOC | ₹3.8 L | 2 | Rejected-AOC 3rd highest |
| 3 | 3₹3.8 LRejected-AOC | ₹3.8 L | 3 | Rejected-AOC 2nd highest |
| 4 | 4₹4.1 LRejected-AOC | ₹4.1 L | 4 | Rejected-AOC highest |
| Sl No | Description | Qty | Unit | REJI T.A L2 | ATHULKRISHNA L1 | poulose k v L3 | A K RAMACHANDRAN L4 |
|---|---|---|---|---|---|---|---|
| 1.00civil work | |||||||
| 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. | 37.63 | cum | 60 ₹2,258.10 | 57.16 ₹2,151.22 | 60 ₹2,258.10 | 61 ₹2,295.74 |
| 1.00 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 9.38 | cum | 8,101 ₹75,946.88 | 7,696.26 ₹72,152.44 | 9,000 ₹84,375 | 8,630 ₹80,906.25 |
| 1.00 | 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) | 18.95 | cum | 7,917 ₹1.5 L | 7,521.31 ₹1.4 L | 7,602 ₹1.4 L | 8,350 ₹1.6 L |
| 1.00 | 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) | 4.37 | cum | 8,268 ₹36,131.16 | 7,854.66 ₹34,324.86 | 9,000 ₹39,330 | 8,777 ₹38,355.49 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 0.42 | cum | 8,899 ₹3,737.58 | 8,453.41 ₹3,550.43 | 9,000 ₹3,780 | 9,537 ₹4,005.54 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.06 | tonne | 90,394 ₹4,971.67 | 85,873.9 ₹4,723.06 | 9,500 ₹522.50 | 95,000 ₹5,225 |
| 1.01 | OD430020/2025-2026:engaging man mazdoor | 2 | each | 1,015 ₹2,030 | 963.89 ₹1,927.78 | 1,000 ₹2,000 | 1,100 ₹2,200 |
| 1.01 | OD430867/2025-2026:12 mm cement plaster of mix: 1:4 ( 1 cement : 4 fine sand) (created from DAR 13.1.1) | 33 | sqm | 361 ₹11,913 | 343.45 ₹11,333.85 | 350 ₹11,550 | 390 ₹12,870 |
| 1.01 | 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. | 6.19 | cum | 2,236 ₹13,840.84 | 2,123.88 ₹13,146.82 | 2,000 ₹12,380 | 2,351 ₹14,552.69 |
Tender Value
₹4.2 L
EMD Value
₹10,576
Closing Date
17 Feb 2026, 5:00 pmClosed
Assistant Engineer
AE, Paralam GP
Pro No 343/26 -Kailathukulam Byroad Drainage construction-Ward 7 -Paralam GP-Drainage-General Civil Work
2026_LSGD_834369_3
AE/LSGD/PRM/25-26/ET7
Open Tender
Civil Works - Roads
Paralam GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
Yes
₹10,576
Yes
19 Mar 2026
7 Feb 2026
19 Feb 2026
7 Feb 2026
17 Feb 2026
7 Feb 2026
civil work
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.
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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
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)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD430020/2025-2026:engaging man mazdoor
OD430867/2025-2026:12 mm cement plaster of mix: 1:4 ( 1 cement : 4 fine sand) (created from DAR 13.1.1)
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.
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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