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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAccepted-AOC KERALA KL | L1 | Accepted-AOC Lowest rate and hence the work is awarded to the Contractor vide Resolution No. dtd.12/05/2026 and Agreement executed on 08/06/2026 | |
| 2 | L2₹16.7 L+₹77,722.25 (4.89%)Rejected-AOC KAVANNUR GRAMA PANCHAYATH KERALA | L2 | Rejected-AOC Higher rate hence rejected | |
| 3 | L3₹17.2 L+₹1.3 L (8.21%)Rejected-Finance | L3 | Rejected-Finance Higher rate hence rejected | |
| 4 | L4₹18.6 L+₹2.7 L (17.1%)Rejected-Finance MACHINGAL HOUSE KUTTILANGADI P O MALAPPURAM 676506 | KUTTILANGADI | MALAPPURAM | KERALA | 676506 | L4 | Rejected-Finance Higher rate hence rejected | |
| 5 | L5₹20.7 L+₹4.9 L (30.5%)Rejected-Finance | L5 | Rejected-Finance Higher rate hence rejected |
| Sl No | Description | Qty | Unit | Contractor Balakrishnan V P L2 | Shadil Machingal L4 | BASHIR PALAKKAL L6 | SAHAL MOHAMMED L3 | MPB L5 | SUNEERA L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Road 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. | 114.75 | cum | 51.97 ₹5,963.56 | 58.02 ₹6,657.8 | 5,545 ₹6,36,288.75 | 67.94 ₹7,796.12 | 60 ₹6,885 | 50 ₹5,737.5 Lowest |
| 1.00 | OD424481/2025-2026:OD from 2.8.1-Earth work in excavation by mechanical means (Hydraulic excavator) /manual
means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the
excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil | 32.18 | cum | 271.93 ₹8,750.71 | 303.6 ₹9,769.85 | 5,546 ₹1,78,470.28 | 280.54 ₹9,027.78 | 330 ₹10,619.4 | 248 ₹7,980.64 Lowest |
| 1.00 | OD424508/2025-2026:[OD from MORD 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 . P.C.C grade M 10 (i) Nominal
mix 1:3:6 (excluding formwork) | 6.82 | cum | 6,280.52 ₹42,833.15 | 7,011.93 ₹47,821.36 | 6,580 ₹44,875.6 | 6,123.2 ₹41,760.22 Lowest | 8,000 ₹54,560 | 6,177 ₹42,127.14 |
| 1.00 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 140.33 | cum | 6,751.51 ₹9,47,432.65 | 7,537.77 ₹10,57,767.73 | 6,850 ₹9,61,253.65 | 6,965.17 ₹9,77,415.34 | 8,400 ₹11,78,763.6 | 6,409 ₹8,99,368.56 Lowest |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 4.5 | tonne | 72,880.29 ₹3,27,596.9 | 81,367.61 ₹3,65,747.41 | 4,650 ₹20,901.75 Lowest | 75,186.63 ₹3,37,963.9 | 92,500 ₹4,15,787.5 | 70,300 ₹3,15,998.5 |
| 1.01 | OD424521/2025-2026:60.6 PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure
4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 61 | metre | 92.87 ₹5,665.07 | 103.69 ₹6,325.09 | 8,560 ₹5,22,160 | 95.82 ₹5,845.02 | 65 ₹3,965 Lowest | 102 ₹6,222 |
| 1.01 | OD424526/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 25.5 | cum | 2,397.57 ₹61,138.04 | 2,676.78 ₹68,257.89 | 232 ₹5,916 Lowest | 2,507.79 ₹63,948.65 | 3,000 ₹76,500 | 2,305 ₹58,777.5 |
| 1.01 | 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) | 38.25 | cum | 6,939.74 ₹2,65,445.06 | 7,747.91 ₹2,96,357.56 | 2,200 ₹84,150 Lowest | 7,159.36 ₹2,73,845.52 | 8,500 ₹3,25,125 | 6,580 ₹2,51,685 |
| 1.01 | OD524736/2025-2026:Providing and fixing NAME BOARD with 18 mm thick gang saw cut, mirror, polished,
premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills,
facias and similar locations, of required size, approved shade, colour and texture laid over 20
mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement,
mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and
polishing to edges to give high gloss finish etc. complete at all levels.
Granite of any colour and shade
Area of slab upto 0.50 sqm | 0.5 | sqm | 4,394.27 ₹2,188.35 | 4,906.01 ₹2,443.19 | 6,450 ₹3,212.1 | 4,351.62 ₹2,167.11 | 5,000 ₹2,490 | 2,800 ₹1,394.4 Lowest |
Tender Value
₹21.1 L
EMD Value
₹50,000
Closing Date
20 Mar 2026, 12:00 pmClosed
Assistant Executive Engineer
Office of the Assistant Executive Engineer, LID and EW Sub Division Areacode Block Panchayat
SC Corpus Fund-2025-26 Valarumkunnu SC Nagar Road Renovation - Kavanur GP-Road Concrete and Side Protection-General Civil Work
2026_LSGD_847104_1
AEE/LSGD/AKD SD/TENDER-17/2025-26 SC Corpous
Open Tender
Civil Works - Roads
Item Wise
365 days
Areacode Block Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
7 Jul 2026
13 Mar 2026
21 Mar 2026
13 Mar 2026
20 Mar 2026
13 Mar 2026
13 Mar 2026 - 20 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 1.001 | 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. | - | cum | - | - |
| 1.002 | OD424481/2025-2026:OD from 2.8.1-Earth work in excavation by mechanical means (Hydraulic excavator) /manual
means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan),
including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the
excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
All kinds of soil | 1 | cum | - | - |
| 1.003 | OD424508/2025-2026:[OD from MORD 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 . P.C.C grade M 10 (i) Nominal
mix 1:3:6 (excluding formwork) | - | cum | - | - |
| 1.004 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 0.6 | 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 | OD424521/2025-2026:60.6 PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure
4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | - | metre | - | - |
| 1.007 | OD424526/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | - | cum | - | - |
| 1.008 | 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) | - | cum | - | - |
| 1.009 | OD524736/2025-2026:Providing and fixing NAME BOARD with 18 mm thick gang saw cut, mirror, polished,
premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills,
facias and similar locations, of required size, approved shade, colour and texture laid over 20
mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement,
mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and
polishing to edges to give high gloss finish etc. complete at all levels.
Granite of any colour and shade
Area of slab upto 0.50 sqm | - | sqm | - | - |
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