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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.3 LAccepted-AOC | L1 | Accepted-AOC FIRST LOWEST | |
| 2 | L2₹12.5 L+₹11,332 (0.92%)Rejected-AOC | L2 | Rejected-AOC SECOND LOWEST |
| Sl No | Description | Qty | Unit | SUDHAKARAN. P.K. L1 | K PRABHAKARAN L2 |
|---|---|---|---|---|---|
| 1.00Culvert | |||||
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 41.65 | cum | 861.46 ₹35,876.36 Lowest | 869.37 ₹36,205.78 |
| 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. | 28.8 | cum | 64.65 ₹1,861.92 Lowest | 65.24 ₹1,878.91 |
| 1.00 | OD368452/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per
drawings and technical specifications Clause 802, 803, 1202 &amp;amp; 1203
&amp;lt;br&amp;gt; I.
P.C.C grade M 10 &amp;lt;br&amp;gt; (i) Nominal mix 1:3:6 | 3.96 | cum | 7,916.69 ₹31,350.09 Lowest | 7,989.39 ₹31,637.98 |
| 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 41.62 | cum | 8,046.19 ₹3,34,882.43 Lowest | 8,120.09 ₹3,37,958.15 |
| 1.00 | 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) | 2.9 | cum | 8,702.59 ₹25,220.11 Lowest | 8,782.51 ₹25,451.71 |
| 1.01 | 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 | 15.75 | cum | 9,482.48 ₹1,49,349.06 Lowest | 9,569.56 ₹1,50,720.57 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 2.3 | tonne | 91,866.66 ₹2,11,293.32 Lowest | 92,710.33 ₹2,13,233.76 |
| 1.01 | OD368830/2025-2026:Providing and fixing G I pipe Complete including cutting and making etc | 45 | metre | 796 ₹35,820 Lowest | 803.31 ₹36,148.95 |
| 1.01 | 12.10.1:Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material | 7.88 | cum | 3,065.44 ₹24,140.34 Lowest | 3,093.59 ₹24,362.02 |
Tender Value
₹12.6 L
EMD Value
₹31,482
Closing Date
31 Jan 2026, 6:00 pmClosed
ASSISTANT ENGINEER
LID AND EW SECTION KANNAPURAM GP
Project No 169 Construction Of Culvert To Thachappadi Thotta Thodu in Kannapuram GP
2026_LSGD_825493_6
ET03/2026/AE/LSGD/KNPM/2025-26
Open Tender
Civil Works - Others
Item Rate
180 days
KANNAPURAM GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹31,482
Yes
6 Apr 2026
23 Jan 2026
3 Feb 2026
23 Jan 2026
31 Jan 2026
23 Jan 2026
Culvert
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
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.
OD368452/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 &amp;amp; 1203 &amp;lt;br&amp;gt; I. P.C.C grade M 10 &amp;lt;br&amp;gt; (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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
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)
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
OD368830/2025-2026:Providing and fixing G I pipe Complete including cutting and making etc
12.10.1:Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 I) Granular material
OD369055/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge.
OD369313/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
OD368911/2025-2026:Supplying and fitting name boards of size 75cm x 45cm made with GI plain sheets 1.25mm thick (class III) fitted with 35X35x4mm MS angle 2Nos horizontally and 3Nos vertically to make a frame for strengthening the GI sheet, fitted 2Nos. 32mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1:2:4, 30cmX30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete.
10.1.2:Printing New Letters and Figures of any Shade Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 1701 English and Roman
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