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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAdmitted-Fee/PreQual/Technical/Finance ADIMALI G P | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹11.7 L+₹29,826.78 (2.63%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Adimali Labour Contract Cooperative Soceity L1 | Vimalacity Labour Contract Co-operative Society, Ltd No.I-771 L2 |
|---|---|---|---|---|---|
| 1.00MAINTENANCE | |||||
| 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. | 272.4 | sqm | 13.41 ₹3,652.88 Lowest | 13.77 ₹3,750.95 |
| 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. | 39.2 | cum | 56.01 ₹2,195.87 Lowest | 57.48 ₹2,253.5 |
| 1.00 | 3.8.1:Excavation in ordinary Rock by manual means <br> Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. | 2.2 | cum | 574.8 ₹1,264.56 Lowest | 590.6 ₹1,299.32 |
| 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) | 127.69 | cum | 8,014.42 ₹10,23,345.26 Lowest | 8,224.83 ₹10,50,212.09 |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 8.72 | cum | 7,698.47 ₹67,107.56 Lowest | 7,900.59 ₹68,869.44 |
| 1.01 | 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) | 4.95 | cum | 7,371.76 ₹36,490.21 Lowest | 7,565.3 ₹37,448.24 |
| 1.01 | OD182055/2026-2027:Providing and fixing of good quality granite name board with lettering including of all
cost,conveyance,labour charges etc complete | 1 | each | 1,888.34 ₹1,888.34 Lowest | 1,937.92 ₹1,937.92 |
Tender Value
₹13.6 L
EMD Value
₹33,889
Closing Date
23 Sept 2026, 11:00 amClosed
Assistant engineer
LSGD,Konnathadi
Annual Plan-Konnathady GP works 2026-27 MANKUVA MANKUTH ROAD MAINTANANCE -WARD 13 PRO NO 80- General Civil Work
2026_LSGD_870140_1
71636/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
180 days
Konnathadi gp
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹33,889
Yes
25 Sept 2026
15 Sept 2026
25 Sept 2026
15 Sept 2026
23 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1MAINTENANCE | |||||
| 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. | 272.4 | 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. | 39.21 | cum | - | - |
| 1.003 | 3.8.1:Excavation in ordinary Rock by manual means <br> Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. | 2.2 | 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) | 127.69 | cum | - | - |
| 1.005 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 8.72 | cum | - | - |
| 1.006 | 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) | 4.95 | cum | - | - |
| 1.007 | OD182055/2026-2027:Providing and fixing of good quality granite name board with lettering including of all
cost,conveyance,labour charges etc complete | 1 | each | - | - |
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