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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.2 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹15.3 L+₹2.0 L (15.1%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹16.8 L+₹3.5 L (26.6%)Admitted-Fee/PreQual/Technical/Finance ADIMALI G P | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Adimali Labour Contract Cooperative Soceity L3 | Idukki Labour Contract Cooperative Society Ltd. No I-702 L1 | Vimalacity Labour Contract Co-operative Society, Ltd No.I-771 L2 |
|---|---|---|---|---|---|---|
| 1.00Road maintenance | ||||||
| 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. | 132.03 | sqm | 17.61 ₹2,325.05 | 65.5 ₹8,647.97 | 16.01 ₹2,113.8 Lowest |
| 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. | 69.11 | cum | 73.52 ₹5,081.26 | 185 ₹12,786.09 | 66.84 ₹4,619.58 Lowest |
| 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. | 3.48 | cum | 2,732.47 ₹9,517.19 | 3,250 ₹11,319.75 | 2,484.04 ₹8,651.91 Lowest |
| 1.00 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 4.86 | cum | 225.54 ₹1,096.12 | 240 ₹1,166.4 | 205.04 ₹996.49 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 24.25 | cum | 9,676.54 ₹2,34,704.48 | 6,850 ₹1,66,146.75 Lowest | 8,796.86 ₹2,13,367.84 |
| 1.01 | OD190218/2026-2027:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long
(1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock
and filling the
gap with cement grout( 0.10kg/each) etc complete. | 10 | each | 562.85 ₹5,628.5 | 1,450 ₹14,500 | 511.69 ₹5,116.9 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 | 1.36 | cum | 10,875.74 ₹14,845.39 | 8,900 ₹12,148.5 Lowest | 9,887.04 ₹13,495.81 |
| 1.01 | 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) | 11.92 | cum | 10,234.79 ₹1,21,978.23 | 7,120 ₹84,856.16 Lowest | 9,304.36 ₹1,10,889.36 |
| 1.01 | OD190222/2026-2027: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. | 7.2 | metre | 129.58 ₹932.98 | 420 ₹3,024 | 117.8 ₹848.16 Lowest |
Tender Value
₹15.3 L
EMD Value
₹38,132
Closing Date
12 Oct 2026, 11:00 amClosed
Assistant engineer
LSGD-KONNATHADI
Annual Plan- 2026 -2027 Konnathady GP works - maintanance of konnathady parathode road -ward 17
2026_LSGD_875408_1
49317/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
120 days
Konnathadi gp
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹38,132
Yes
12 Oct 2026
1 Oct 2026
12 Oct 2026
1 Oct 2026
12 Oct 2026
1 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance | |||||
| 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. | 132.03 | 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. | 69.11 | cum | - | - |
| 1.003 | 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. | 3.48 | cum | - | - |
| 1.004 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 4.86 | cum | - | - |
| 1.005 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 24.26 | cum | - | - |
| 1.006 | OD190218/2026-2027:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long
(1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock
and filling the
gap with cement grout( 0.10kg/each) etc complete. | 10 | each | - | - |
| 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 | 1.37 | cum | - | - |
| 1.008 | 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) | 11.92 | cum | - | - |
| 1.009 | OD190222/2026-2027: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. | 7.2 | metre | - | - |
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