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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAdmitted-Fee/PreQual/Technical/Finance PARAMBIL HOUSE KONDURKKARA P O | ₹5.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹5.7 L+₹13,184.25 (2.36%)Admitted-Fee/PreQual/Technical/Finance KAPPUR GRAMA PANCHAYATH | ₹5.7 L+₹13,184.25 (2.36%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹5.8 L+₹25,437.57 (4.55%)Admitted-Fee/PreQual/Technical/Finance | ₹5.8 L+₹25,437.57 (4.55%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹5.8 L+₹26,234.49 (4.70%)Admitted-Fee/PreQual/Technical/Finance ADIYATTU VALAPPIL HOUSE KALADI P O EDAPAL MALAPPURAM 679 582 | MALAPPURAM | KERALA | 679582 | ₹5.8 L+₹26,234.49 (4.70%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹5.9 L+₹26,284.41 (4.70%)Admitted-Fee/PreQual/Technical/Finance PARAMBIL HOUSE KONDURKKARA PO AE | THRISSUR | KERALA | 679105 | ₹5.9 L+₹26,284.41 (4.70%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | A M Yousaf L6 | ABDUL JALEEL P S L5 | IBRAHIM BADUSHA L12 | FAHAD P.K. L1 | U V SIDHEEK L4 | MUHAMMED ABDURAHIMAN P V L2 | K P VASU L10 | SAJEEV L7 | MOHAMMED MUSTHAFA P. L8 | MUHAMMED SHAFI P.A. L3 | MOHAMMED BASITH L9 | PRABEESH L11 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD | |||||||||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 381 | sqm | 9.97 ₹3,798.57 Lowest | 11.08 ₹4,221.48 | 12.65 ₹4,819.65 | 10.58 ₹4,030.98 | 11.08 ₹4,221.48 | 10.83 ₹4,126.23 | 12.57 ₹4,789.17 | 12 ₹4,572 | 12.04 ₹4,587.24 | 11.06 ₹4,213.86 | 12.52 ₹4,770.12 | 12.63 ₹4,812.03 |
| 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. | 25.4 | cum | 49.83 ₹1,265.68 | 46.26 ₹1,175 | 52.8 ₹1,341.12 | 44.19 ₹1,122.43 Lowest | 46.26 ₹1,175 | 45.23 ₹1,148.84 | 52.47 ₹1,332.74 | 50 ₹1,270 | 50.29 ₹1,277.37 | 46.19 ₹1,173.23 | 52.27 ₹1,327.66 | 52.74 ₹1,339.6 |
| 1.00 | OD88366/2026-2027:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. | 44.45 | cum | 1,826 ₹81,165.7 | 1,620.91 ₹72,049.45 | 1,849 ₹82,188.05 | 1,548.08 ₹68,812.16 Lowest | 1,620.77 ₹72,043.23 | 1,584.61 ₹70,435.91 | 1,838.22 ₹81,708.88 | 1,755 ₹78,009.75 | 1,761.88 ₹78,315.57 | 1,618.56 ₹71,944.99 | 1,831.19 ₹81,396.4 | 1,847.59 ₹82,125.38 |
| 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) | 76.2 | cum | 6,978 ₹5,31,723.6 | 6,620.02 ₹5,04,445.52 | 7,555.36 ₹5,75,718.43 | 6,322.6 ₹4,81,782.12 Lowest | 6,619.45 ₹5,04,402.09 | 6,471.79 ₹4,93,150.4 | 7,507.54 ₹5,72,074.55 | 7,172 ₹5,46,506.4 | 7,195.76 ₹5,48,316.91 | 6,610.46 ₹5,03,717.05 | 7,478.85 ₹5,69,888.37 | 7,545.8 ₹5,74,989.96 |
| 1.00 | OD88363/2026-2027: Engraving letters in hard stone for granite 100X75 cm size name board for inauguration
(including granite board & lettering)Erecting and fixing charges etc.... | 1 | each | 11,863.5 ₹11,863.5 | 3,130.51 ₹3,130.51 | 3,305.63 ₹3,305.63 | 2,989.86 ₹2,989.86 Lowest | 3,130.24 ₹3,130.24 | 3,060.42 ₹3,060.42 | 3,550.21 ₹3,550.21 | 3,375 ₹3,375 | 3,402.77 ₹3,402.77 | 3,125.99 ₹3,125.99 | 3,536.64 ₹3,536.64 | 3,568.3 ₹3,568.3 |
Tender Value
₹8.5 L
EMD Value
₹21,129
Closing Date
18 Aug 2026, 5:00 pmClosed
Assistant Engineer
LID AND EW SUB DIVISION THRITHALA BLOCK PANCHAYATH
public works
2026_LSGD_864329_6
ET-02/AE/TLABP/2026-27
Open Tender
Civil Works - Roads
Item Rate
300 days
Thrithala Block Panchayath, Koottanad
pls see the tender documents
7 documents required · 7 mandatory
₹1,865
Yes
₹21,129
Yes
14 Sept 2026
6 Aug 2026
20 Aug 2026
6 Aug 2026
18 Aug 2026
6 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | 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. | 1 | cum | - | - |
| 1.003 | OD88366/2026-2027:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD88363/2026-2027: Engraving letters in hard stone for granite 100X75 cm size name board for inauguration
(including granite board & lettering)Erecting and fixing charges etc.... | - | each | - | - |
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