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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.2 LAccepted-AOC KARIKKAKATHIL VEEDU KOCHUPLACHERY PUNALOOR | ALAPPUZHA | KERALA | 686534 | ₹3.2 L | L1 | Accepted-AOC lowest and hence accepted |
| 2 | L2₹3.3 L+₹3,793.65 (1.18%)Rejected-AOC CONTRACTOR LSGD PATHANAPURAM PUNALUR KERALA | KOLLAM | KERALA | 689695 | ₹3.3 L+₹3,793.65 (1.18%) | L2 | Rejected-AOC higher rate |
| 3 | L3₹3.4 L+₹15,414.51 (4.79%)Rejected-Finance PATHANAPURAM KERALA | IDUKKI | KERALA | 685533 | ₹3.4 L+₹15,414.51 (4.79%) | L3 | Rejected-Finance Higher rate and hence not admitted |
| 4 | L4₹3.5 L+₹25,405.51 (7.90%)Rejected-Finance | ₹3.5 L+₹25,405.51 (7.90%) | L4 | Rejected-Finance Higher rate and hence not admitted |
| 5 | L5₹3.5 L+₹26,818.79 (8.34%)Rejected-Finance | ₹3.5 L+₹26,818.79 (8.34%) | L5 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | ROY.G.GEORGE L4 | SASI S L3 | ABDUL MAJEED O L2 | Y GEORGE KUTTY L5 | Ezhukone LCCS Ltd No Q1495 L6 | AKHIL. U L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Concreting and Side Protection Wall | |||||||||
| 1.00 | OD32707/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and
inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50m and lift
up to 1.50m | 108 | per sqm | 30.14 ₹3,255.12 | 28 ₹3,024 Lowest | 28.29 ₹3,055.32 | 30 ₹3,240 | 30 ₹3,240 | 28 ₹3,024 Lowest |
| 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) | 16.2 | cum | 7,842.28 ₹1,27,044.94 | 7,800 ₹1,26,360 | 7,364 ₹1,19,296.8 | 7,900 ₹1,27,980 | 8,320 ₹1,34,784 | 7,268 ₹1,17,741.6 Lowest |
| 1.00 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 10.47 | cum | 772.3 ₹8,089.84 | 730 ₹7,646.75 | 725.2 ₹7,596.47 | 780 ₹8,170.5 | 819 ₹8,579.03 | 716 ₹7,500.1 Lowest |
| 1.00 | OD32713/2026-2027:DRY RUBBLE MASONRY- Dry rubble without concrete levelling course masonry with good quality rubble including packing to compactness tolines and levels cost and conveyanceof all materials, labour charges etc. complete as per direction of Departmental officers at site | 10.47 | cum | 5,070.01 ₹53,108.35 | 2,700 ₹28,282.5 Lowest | 4,760.85 ₹49,869.9 | 5,100 ₹53,422.5 | 5,378 ₹56,334.55 | 4,699 ₹49,222.03 |
| 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. | 20 | cum | 5,615.17 ₹1,12,303.4 | 6,507 ₹1,30,140 | 5,272.78 ₹1,05,455.6 | 5,600 ₹1,12,000 | 5,950 ₹1,19,000 | 5,204 ₹1,04,080 Lowest |
| 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 | 82,358.59 ₹5,270.95 | 80,349 ₹5,142.34 | 77,336.7 ₹4,949.55 | 83,162 ₹5,322.37 | 87,830 ₹5,621.12 | 76,332 ₹4,885.25 Lowest |
| 1.01 | 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 | 1.2 | cum | 8,107.37 ₹9,728.84 | 7,711 ₹9,253.2 | 7,612.99 ₹9,135.59 | 8,186 ₹9,823.2 | 8,602 ₹10,322.4 | 7,514 ₹9,016.8 Lowest |
| 1.01 | 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) | 1.5 | cum | 7,834.45 ₹11,751.68 | 7,452 ₹11,178 | 7,356.7 ₹11,035.05 | 7,910 ₹11,865 | 8,602 ₹12,903 | 7,261 ₹10,891.5 Lowest |
| 1.01 | OD32711/2026-2027:50.2.26.1
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-incharge.(50.2.26.1) | 11.5 | cum | 380.74 ₹4,378.51 | 403 ₹4,634.5 | 357.5 ₹4,111.25 | 384 ₹4,416 | 402 ₹4,623 | 353 ₹4,059.5 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,579
Closing Date
2 Jul 2026, 6:00 pmClosed
Sandhya V S
LID EW Sub Division Pathanapuram Block Panchayath
Tender PTPM BP 55/2026-27-Alamkodu Ela Meloottu Kizhakkathil Road Concreting - Pidavoor Division
2026_LSGD_857130_6
01/AE/LID EW/PTPM/26-27
Open Tender
Civil Works - Roads
Item Rate
270 days
Pathanapuram BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,579
Yes
15 Sept 2026
24 Jun 2026
4 Jul 2026
24 Jun 2026
2 Jul 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Concreting and Side Protection Wall | |||||
| 1.001 | OD32707/2026-2027:Surface dressing of the ground in all kinds of soil including removing vegetation and
inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50m and lift
up to 1.50m | - | per sqm | - | - |
| 1.002 | 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) | 1 | cum | - | - |
| 1.003 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 1 | cum | - | - |
| 1.004 | OD32713/2026-2027:DRY RUBBLE MASONRY- Dry rubble without concrete levelling course masonry with good quality rubble including packing to compactness tolines and levels cost and conveyanceof all materials, labour charges etc. complete as per direction of Departmental officers at site | 1 | cum | - | - |
| 1.005 | 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. | - | cum | - | - |
| 1.006 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.007 | 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 | 1 | cum | - | - |
| 1.008 | 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) | - | cum | - | - |
| 1.009 | OD32711/2026-2027:50.2.26.1
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-incharge.(50.2.26.1) | - | cum | - | - |
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