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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAdmitted-Fee/PreQual/Technical/Finance KANJIRAPPALLI KANDATHIL VALLAKKADAVU PO VANDIPERIYAR GRAMA PANCHAYAT VANDIPERIYAR KANJIRAPPALLI KANDATHIL | KOTTAYAM | KERALA | 686001 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.0 L+₹19,607.82 (2.87%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.5 L+₹66,857.92 (9.80%)Admitted-Fee/PreQual/Technical/Finance 1002 SUB TREASURY PEERUMEDU | IDUKKI | KERALA | 685501 | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Sini L1 | AL AMANA L3 | ABHI CONSTRUCTION L2 |
|---|---|---|---|---|---|---|
| 1.00Road Maintenance | ||||||
| 1.00 | OD54849/2026-2027:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
Modified MORTH Item No. 3.15 | 550.2 | sqm | 5 ₹2,751 Lowest | 5.45 ₹2,998.59 | 5.11 ₹2,811.52 |
| 1.00 | 4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 9.12 | cum | 2,002 ₹18,258.24 Lowest | 2,197.9 ₹20,044.85 | 2,059.29 ₹18,780.72 |
| 1.00 | OD54851/2026-2027:Interlocking concrete Block Pavment Paving and laying of Interlocking concrete block pavements having thickness 80mm as per drawing and Technical specifications clause 504 | 91.2 | sqm | 870 ₹79,344 Lowest | 955.2 ₹87,114.24 | 894.96 ₹81,620.35 |
| 1.00 | 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) | 2.19 | cum | 7,701 ₹16,857.49 Lowest | 8,453.56 ₹18,504.84 | 7,920.44 ₹17,337.84 |
| 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) | 69.61 | cum | 7,708 ₹5,36,592.42 Lowest | 8,462 ₹5,89,082.13 | 7,928.35 ₹5,51,932.09 |
| 1.01 | OD54858/2026-2027:Applying Curing compound on finished surface of concrete structure at rate specified by manufacturer including transportation, machinery and labour etc. complete. | 459 | sqm | 29 ₹13,311 Lowest | 31.85 ₹14,619.15 | 29.84 ₹13,696.56 |
| 1.01 | 15.2.1:Maintenance of Earthen shoulder (filling with fresh selected soil) <br> Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | 122.4 | sqm | 107 ₹13,096.8 Lowest | 118.07 ₹14,451.77 | 110.63 ₹13,541.11 |
| 1.01 | OD54855/2026-2027:Granite name board | 1 | each | 2,200 ₹2,200 Lowest | 2,453.3 ₹2,453.3 | 2,298.58 ₹2,298.58 |
Tender Value
₹10 L
EMD Value
₹21,171
Closing Date
2 Jul 2026, 3:00 pmClosed
Assistant Engineer
Oo Assistant Engineer, LID EW, LSGD, Kumily
1st mile Noolampara road maintenance ward 8 Pro. No. 25/27
2026_LSGD_857030_6
T2/4111659-2026
Open Tender
Civil Works - Roads
Item Rate
Kumily GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,870
Yes
₹21,171
Yes
3 Jul 2026
23 Jun 2026
3 Jul 2026
23 Jun 2026
2 Jul 2026
24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Maintenance | |||||
| 1.001 | OD54849/2026-2027:Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
Modified MORTH Item No. 3.15 | - | sqm | - | - |
| 1.002 | 4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 1 | cum | - | - |
| 1.003 | OD54851/2026-2027:Interlocking concrete Block Pavment Paving and laying of Interlocking concrete block pavements having thickness 80mm as per drawing and Technical specifications clause 504 | - | sqm | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | OD54858/2026-2027:Applying Curing compound on finished surface of concrete structure at rate specified by manufacturer including transportation, machinery and labour etc. complete. | - | sqm | - | - |
| 1.007 | 15.2.1:Maintenance of Earthen shoulder (filling with fresh selected soil) <br> Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per technical specification Clause 1903 | - | sqm | - | - |
| 1.008 | OD54855/2026-2027:Granite name board | - | each | - | - |
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