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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 LAccepted-Finance | ₹11.0 L | L1 | Accepted-Finance First bidder. Accepted |
| 2 | L2₹11.4 LAccepted-Finance 42 I 63 PALAMATTATHIL SOUTH KALAMASSERY SANTHI NAGAR RAJAGIRI P O ERNAKULAM KERALA PIN 683104 | ERNAKULAM | ERNAKULAM | KERALA | 683104 | ₹11.4 L | L2 | Accepted-Finance Second bidder. Kept in abeyance till the execution of agreement by the first bidder |
| 3 | L3₹11.5 LAccepted-Finance | ₹11.5 L | L3 | Accepted-Finance Third bidder |
| 4 | L4₹12.6 LAccepted-Finance | ₹12.6 L | L4 | Accepted-Finance Fourth bidder |
| Sl No | Description | Qty | Unit | BIJU THOMAS L3 | VALAYAM L1 | PRIMETECH ENGINEERING L2 | ABU MUHAMMEDALI L4 |
|---|---|---|---|---|---|---|---|
| 1.00Retaining wall | |||||||
| 1.00 | OD157259/2025-2026:Earth work in excavation for foundation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. Ordinary rock | 48.62 | cum | 455 ₹22,122.1 | 434 ₹21,101.08 Lowest | 455 ₹22,122.1 | 496.5 ₹24,139.83 |
| 1.00 | 12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 299.2 | cum | 78 ₹23,337.6 | 71 ₹21,243.2 Lowest | 78 ₹23,337.6 | 86.04 ₹25,743.17 |
| 1.00 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 11.22 | cum | 7,328 ₹82,220.16 | 6,990 ₹78,427.8 Lowest | 7,328 ₹82,220.16 | 7,987.58 ₹89,620.65 |
| 1.00 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | 8.93 | cum | 9,221 ₹82,297.43 | 8,796 ₹78,504.3 Lowest | 9,221 ₹82,297.43 | 10,051.97 ₹89,713.83 |
| 1.00 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | 0.98 | MT | 1,00,682 ₹98,869.72 | 96,050 ₹94,321.1 Lowest | 1,00,682 ₹98,869.72 | 1,09,743.4 ₹1,07,768.02 |
| 1.01 | OD157257/2025-2026:Dry rubble masonry for foundation and super structure | 199.24 | cum | 4,160 ₹8,28,838.4 | 3,968 ₹7,90,584.32 Lowest | 4,110 ₹8,18,876.4 | 4,534.64 ₹9,03,481.67 |
| 1.01 | OD157258/2025-2026:Removal of soil including excavation loading and disposal up to 1000m lead with hydraulic excavator 0.9 cum bucket capacity | 299.2 | cum | 50 ₹14,960 | 45 ₹13,464 Lowest | 50 ₹14,960 | 54.67 ₹16,357.26 |
Tender Value
₹11.5 L
EMD Value
₹28,826
Closing Date
25 Mar 2026, 3:00 pmClosed
Deepa R
KSTP Division Ponkunnam, PWD rest house complex, Kanjirappally, 686507
GENERAL KSTP Phase II Package 8 CPlacherry to Ponkunnam PAP Work Construction of retaining wall as per Hon.High Court order in WPC No.18237 2025 at Ch.71 400 LHS of the PunalurPonkunnam road-General Civil Work
2026_PWD_830572_2
PWD/KP/TR/1388/2025_5_2_2/2
Open Tender
Civil Works - Others
Item Rate
Pazhayidam
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹28,826
Yes
8 Jun 2026
13 Mar 2026
27 Mar 2026
13 Mar 2026
25 Mar 2026
13 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Retaining wall | |||||
| 1.001 | OD157259/2025-2026:Earth work in excavation for foundation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. Ordinary rock | 1 | cum | - | - |
| 1.002 | 12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 1 | cum | - | - |
| 1.003 | 12.4:Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | - | cum | - | - |
| 1.004 | 12.8.1.C.1:Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer | - | cum | - | - |
| 1.005 | 12.40:Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications | - | MT | - | - |
| 1.006 | OD157257/2025-2026:Dry rubble masonry for foundation and super structure | - | cum | - | - |
| 1.007 | OD157258/2025-2026:Removal of soil including excavation loading and disposal up to 1000m lead with hydraulic excavator 0.9 cum bucket capacity | 1 | cum | - | - |
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