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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAdmitted-Fee/PreQual/Technical/Finance | ₹4.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹4.9 L+₹10,312.62 (2.14%)Admitted-Fee/PreQual/Technical/Finance | ₹4.9 L+₹10,312.62 (2.14%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | RAJEEV P.S L2 | SATHYAN P.K L1 |
|---|---|---|---|---|---|
| 1.00Maintenance of Road | |||||
| 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 | 53.6 | cum | 149.65 ₹8,021.24 | 146 ₹7,825.6 Lowest |
| 1.00 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 0.8 | cum | 6,571.33 ₹5,257.06 | 6,435 ₹5,148 Lowest |
| 1.00 | 9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(C) 750 mm dia | 8 | metre | 2,808.34 ₹22,466.72 | 2,750 ₹22,000 Lowest |
| 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. | 160.2 | sqm | 11.68 ₹1,871.14 | 11 ₹1,762.2 Lowest |
| 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) | 24.3 | cum | 6,981.53 ₹1,69,651.18 | 6,837 ₹1,66,139.1 Lowest |
| 1.01 | 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) | 42 | cum | 6,706.53 ₹2,81,674.26 | 6,567 ₹2,75,814 Lowest |
| 1.01 | OD124446/2026-2027:Providing and fixing good Quality Granite name board with lettering, including of all cost, conveyance, labour charges etc, including fitting the board in concrete filling in PVC pipe post of 63mm Dia. | 1 | each | 2,858.92 ₹2,858.92 | 2,799 ₹2,799 Lowest |
Tender Value
₹6.7 L
EMD Value
₹16,842
Closing Date
7 Aug 2026, 5:00 pmClosed
AE LSGD kanjikuzhy GP
OFFICE OF ASSISTANT ENGINEER, LID EW, IDUKKI KANJIKUZHY GP
CONSTRUCTION OF IRISH DRAIN PAZHAYARIKANDAM MYLAPPUZHA ROAD
2026_LSGD_863182_1
02 /2027/ AE/ LID EW/KJZY
Open Tender
Civil Works - Roads
Item Rate
AE LSGD kanjikuzhy GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,485
Yes
₹16,842
Yes
10 Sept 2026
30 Jul 2026
10 Aug 2026
30 Jul 2026
7 Aug 2026
30 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Maintenance of Road | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 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 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | - | cum | - | - |
| 1.003 | 9.3.C:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row<br> Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement motar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.<br>(C) 750 mm dia | - | metre | - | - |
| 1.004 | 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. | 1 | sqm | - | - |
| 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) | - | cum | - | - |
| 1.006 | 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) | - | cum | - | - |
| 1.007 | OD124446/2026-2027:Providing and fixing good Quality Granite name board with lettering, including of all cost, conveyance, labour charges etc, including fitting the board in concrete filling in PVC pipe post of 63mm Dia. | - | each | - | - |
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