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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-AOC PALAKKAD | KERALA | 678001 | ₹13.5 L | L1 | Accepted-AOC LOWEST AMOUNT |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | M C KURIAKOSE L2 | BIJO KURIAKOSE L1 |
|---|---|---|---|---|---|
| 1.00Kallukettu | |||||
| 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 | 58.34 | cum | 930 ₹54,256.2 Lowest | 930 ₹54,256.2 Lowest |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 133.08 | cum | 7,100 ₹9,44,882.2 | 6,700 ₹8,91,649.4 Lowest |
| 1.00 | 11.6.3.2:Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.III. Random Rubble Masonry (ii) In cement mortar 1:4 | 26.82 | cum | 9,510 ₹2,55,048.69 | 9,500 ₹2,54,780.5 Lowest |
| 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) | 5.16 | cum | 9,510 ₹49,100.13 | 9,500 ₹49,048.5 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.52 | tonne | 1,05,100 ₹54,231.6 | 1,05,000 ₹54,180 Lowest |
| 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) | 1.1 | cum | 9,455 ₹10,400.5 | 9,450 ₹10,395 Lowest |
| 1.01 | OD505375/2025-2026: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) 600 mm dia | 10 | metre | 3,000 ₹30,000 Lowest | 3,000 ₹30,000 Lowest |
| 1.01 | OD505302/2025-2026:Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all
lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement
of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 2.07 | cum | 1,280 ₹2,654.72 Lowest | 1,280 ₹2,654.72 Lowest |
Tender Value
₹13.5 L
EMD Value
₹33,791
Closing Date
14 Mar 2026, 4:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER
Aroor GP Project No S0455/2025-26 COMPLETION OF PUTHUVALLITHARA PANDARAPATTATHIL THODU KALLUKETT
2026_LSGD_844547_1
CELSGD/TR/131181/2025_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
120 days
AROOR GRAMAPANCHAYATH
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹33,791
10 Jul 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
14 Mar 2026
6 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Kallukettu | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 0.8 | cum | - | - |
| 1.003 | 11.6.3.2:Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.III. Random Rubble Masonry (ii) In cement mortar 1:4 | 1 | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | OD505375/2025-2026: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) 600 mm dia | - | metre | - | - |
| 1.008 | OD505302/2025-2026:Construction of Subgrade and Earthen Shoulders
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all
lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement
of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 1 | cum | - | - |
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