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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Fee/PreQual/Technical/Finance MARIYIL HOUSE MANIPPARA P O KARIMBAN IDUKKI 685602 | IDUKKI | KERALA | 685602 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.7 L+₹32,142.69 (9.50%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Shaji Joseph (Maryil Constructions) L1 | EBIN K JOSE L2 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF RETAINING WALL | |||||
| 1.00 | 8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means 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 | 7.92 | cum | 205.04 ₹1,623.92 Lowest | 224.52 ₹1,778.2 |
| 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 7.18 | cum | 8,796.86 ₹63,143.86 Lowest | 9,632.56 ₹69,142.52 |
| 1.00 | 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 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 21 | cum | 9,304.36 ₹1,95,391.56 Lowest | 10,188.27 ₹2,13,953.67 |
| 1.00 | 9.3.B:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row 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.(B) 1000 mm dia | 7.5 | metre | 7,464.35 ₹55,982.63 Lowest | 8,173.46 ₹61,300.95 |
| 1.00 | OD536502/2025-2026: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. | 17.5 | metre | 117.8 ₹2,061.5 Lowest | 128.99 ₹2,257.33 |
| 1.01 | OD61075/2026-2027: Filling with contractors own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 mtr and lift up to 1.50 mtr. as per direction of site Engineer-in- charge | 43.38 | cum | 464.32 ₹20,142.2 Lowest | 508.43 ₹22,055.69 |
Tender Value
₹4 L
EMD Value
₹8,459
Closing Date
1 Jul 2026, 5:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER, LSGD SECTION, LIDEW, MARIYAPURAM GRAMA PANCHAYATH, MARIYAPURAM, IDUKKI 685602
Construction of Pipe Culvert and Retaining wall at Kuruvilapady Pachakkattilpady Road in Mariyapuram GP Pro No 34
2026_LSGD_857182_1
ET1/MPMGP/AE/LIDEW/2026-27/03
Open Tender
Civil Works - Roads
Item Rate
300 days
MARIYAPURAM GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,459
Yes
7 Jul 2026
23 Jun 2026
3 Jul 2026
23 Jun 2026
1 Jul 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CONSTRUCTION OF RETAINING WALL | |||||
| 1.001 | 8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means 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 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 1.003 | 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 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.004 | 9.3.B:Providing and Laying Reinforced Cement Concrete pipe NP3 as per design in Single Row 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.(B) 1000 mm dia | - | metre | - | - |
| 1.005 | OD536502/2025-2026: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. | - | metre | - | - |
| 1.006 | OD61075/2026-2027: Filling with contractors own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 mtr and lift up to 1.50 mtr. as per direction of site Engineer-in- charge | - | cum | - | - |
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