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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.9 LAccepted-Finance AMBALAPPADAN HOUSE THANNIPPUZHA OKKAL KALADY | ₹29.9 L | L1 | Accepted-Finance FIRST LOWEST |
| 2 | L2₹30.2 L+₹27,433.70 (0.92%)Accepted-Finance | ₹30.2 L+₹27,433.70 (0.92%) | L2 | Accepted-Finance SECOND LOWEST |
| 3 | L3₹31.6 L+₹1.6 L (5.50%)Accepted-Finance | ₹31.6 L+₹1.6 L (5.50%) | L3 | Accepted-Finance THIRD LOWEST |
| Sl No | Description | Qty | Unit | Roopesh K Rajappan L2 | P T JOSHY L3 | Jayanandan L1 |
|---|---|---|---|---|---|---|
| 1.00Earthwork for retaining wall | ||||||
| 1.00 | 2.6.1:Earth work in excavation 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 111.59 | cum | 257.63 ₹28,749.96 Lowest | 296.27 ₹33,061.95 | 280.82 ₹31,337.83 |
| 1.00 | 2.7.1:Earth work in excavation 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 | 60.6 | cum | 517.87 ₹31,382.92 Lowest | 595.55 ₹36,090.33 | 564.48 ₹34,207.49 |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 133.19 | cum | 318.47 ₹42,418.29 Lowest | 366.24 ₹48,780.97 | 347.13 ₹46,235.63 |
| 1.00 | 16.3.9:Supplying and stacking at site.Good earth | 1.92 | cum | 1,43,760.91 ₹2,76,020.95 | 900.69 ₹1,729.32 | 853.7 ₹1,639.1 Lowest |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 83.1 | cum | 131.02 ₹10,887.76 Lowest | 150.67 ₹12,520.68 | 142.81 ₹11,867.51 |
| 1.01 | OD94332/2025-2026:Providing steel sheet shoring to the sides of the trenches to depths of above 4.00 m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6
mm M.S. angles driving down vertically on either side one after another in lines and levels with
suitable pile driving equipments and accessories to a maximum depth of 0.50 M below the
bottom of the proposed excavation 0.5 M above ground level suitably braced by horizontal
walling pieces at 75 x 150 mm x 8 mm angles on either side at intervals not exceeding 1.50M
and horizontal screw jack type struts at 1.50M intervals and maintaining the shoring till the
pipes are laid and works are completed, dismantling, cleaning and restacking for reuse including
all labour, hire charges and conveyance for equipments, tools and plants and sundries etc.
complete. | 109.62 | sqm | 974.59 ₹1,06,834.56 Lowest | 1,120.78 ₹1,22,859.9 | 1,062.3 ₹1,16,449.33 |
| 1.01 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 0.8 | cum | 2,129.84 ₹1,703.87 Lowest | 2,449.32 ₹1,959.46 | 2,321.53 ₹1,857.22 |
| 1.01 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 0.48 | cum | 2,542 ₹1,220.16 Lowest | 2,923.3 ₹1,403.18 | 2,770.78 ₹1,329.97 |
| 2.00Estimate for RCC/PCC works for Retaining Wall and Gate | ||||||
Tender Value
₹27.5 L
EMD Value
₹50,000
Closing Date
7 Feb 2026, 4:00 pmClosed
Executive Engineer
OFFICE OF THE EXECUTIVE ENGINEER, KERALA WATER AUTHORITY,PH DIVISION THODUPUZHA
State Plan-State Plan 2024-2025- RWSS To Adimaly-Construction of Retaining Wall at Adimaly Water Treatment Plant near Korangatti
2026_KWA_832647_1
WRD/KWA-CE(CR)/TR/17680/2025
Open Tender
Civil Works - Buildings
Item Rate
180 days
ADIMALI
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
₹50,000
15 Sept 2026
2 Feb 2026
9 Feb 2026
2 Feb 2026
7 Feb 2026
2 Feb 2026
2 Feb 2026 - 7 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earthwork for retaining wall | |||||
| 1.001 | 2.6.1:Earth work in excavation 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 111.59 | cum | - | - |
| 1.002 | 2.7.1:Earth work in excavation 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 | 60.6 | cum | - | - |
| 1.003 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 133.19 | cum | - | - |
| 1.004 | 16.3.9:Supplying and stacking at site.Good earth | 1.92 | cum | - | - |
| 1.005 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 83.1 | cum | - | - |
| 1.006 | OD94332/2025-2026:Providing steel sheet shoring to the sides of the trenches to depths of above 4.00 m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6
mm M.S. angles driving down vertically on either side one after another in lines and levels with
suitable pile driving equipments and accessories to a maximum depth of 0.50 M below the
bottom of the proposed excavation 0.5 M above ground level suitably braced by horizontal
walling pieces at 75 x 150 mm x 8 mm angles on either side at intervals not exceeding 1.50M
and horizontal screw jack type struts at 1.50M intervals and maintaining the shoring till the
pipes are laid and works are completed, dismantling, cleaning and restacking for reuse including
all labour, hire charges and conveyance for equipments, tools and plants and sundries etc.
complete. | 109.62 | sqm | - | - |
| 1.007 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 0.8 | cum | - | - |
| 1.008 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 0.48 | cum | - | - |
| 2Estimate for RCC/PCC works for Retaining Wall and Gate | |||||
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