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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC | ₹5.1 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.1 LRejected-AOC | ₹5.1 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SHOUFEED L2 | MUHAMMED SHIBIN L1 |
|---|---|---|---|---|---|
| 1.00DRAINAGE | |||||
| 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. | 47.7 | cum | 68 ₹3,243.94 | 66.84 ₹3,188.6 |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 8.1 | cum | 9,010 ₹72,962.98 | 9,001.46 ₹72,893.82 |
| 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) | 16.63 | cum | 8,800 ₹1,46,370.4 | 8,796.86 ₹1,46,318.17 |
| 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) | 2.29 | cum | 9,200 ₹21,049.6 | 9,186.73 ₹21,019.24 |
| 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 IV. R.C.C grade M 20 | 11.95 | cum | 9,890 ₹1,18,175.61 | 9,887.04 ₹1,18,140.24 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1.31 | tonne | 1,00,500 ₹1,32,057 | 1,00,437.31 ₹1,31,974.63 |
| 1.01 | 1.1.2:Loading and Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Manual Means ii) Loading of Earth, Sand, Moorum, Manure, Flyash by manual means including a lead upto 30 m. | 47.7 | cum | 71 ₹3,387.06 | 70.68 ₹3,371.79 |
| 1.01 | 1.10.1:Haulage excluding Loading & Unloading <br> Haulage of materials by tipper excluding cost of loading, unloading and stacking. <br> Case-I : Surfaced Road | 457.97 | tonne km | 6 ₹2,747.81 | 5.65 ₹2,587.52 |
| 1.01 | 1.2.3:Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means <br>(iii) Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. <br> <br>Placing tipper at unloading point excluding time for haulage and return trip | 47.7 | cum | 13 ₹620.17 | 11.92 ₹568.64 |
Tender Value
₹5.1 L
EMD Value
₹12,702
Closing Date
24 Jan 2026, 11:00 amClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER LSGD SECTION PORKULAM
PLEASE REFER TENDER DOCUMENTS
2026_LSGD_828130_1
PRO NO 219/26 CONSTRUCTION OF DRAINAGE AT BHATTIMURI KAMBIPALAM ROAD TO ECHARATH VAZHI
Open Tender
Civil Works - Roads
300 days
PORKULAM GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,120
Yes
₹12,702
Yes
9 Feb 2026
17 Jan 2026
28 Jan 2026
17 Jan 2026
24 Jan 2026
17 Jan 2026
DRAINAGE
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 I. P.C.C grade M 10 (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)
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 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
1.1.2:Loading and Unloading of Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Manual Means ii) Loading of Earth, Sand, Moorum, Manure, Flyash by manual means including a lead upto 30 m.
1.10.1:Haulage excluding Loading & Unloading <br> Haulage of materials by tipper excluding cost of loading, unloading and stacking. <br> Case-I : Surfaced Road
1.2.3:Loading and Unloading Lime, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Crushed Slag, Stone for Masonry Work by Mechanical Means <br>(iii) Unloading of Earth, Sand, Lime, Moorum, Aggregate, Stone Boulder, Brick Aggregate, Kankar, Building Rubbish, Manure, Crushed Slag, Flyash, Stone for Masonry Work by mechanical means. <br> <br>Placing tipper at unloading point excluding time for haulage and return trip
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)
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