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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 CrAdmitted-Fee/PreQual/Technical/Finance | ₹4.6 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | Renjumon L1 |
|---|---|---|---|---|
| 1.00Construction of 0.50 LL GLSR at 8th Block, Thevarmala and Panjipara | ||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 588 | sqm | 26.9 ₹15,817.2 Lowest |
| 1.00 | 2.36:Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | 176.4 | cum | 142.3 ₹25,101.72 Lowest |
| 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 | 74.1 | cum | 381.2 ₹28,246.92 Lowest |
| 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 | 13.02 | cum | 766.4 ₹9,978.53 Lowest |
| 1.00 | 2.7.2: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.Hard rock (requiring blasting) | 24.01 | cum | 1,320.2 ₹31,700.64 Lowest |
| 1.01 | OD171046/2025-2026:Providing dowel bars using 16 mm dia. TMT bars 1 m long including drilling holes to a depth of 0.6m, filling holes with cement grout, fixing the bars vertical etc, including cost of steel, cement, labour charges for drilling ,filling the holes with grout etc. complete. | 120 | no | 727.9 ₹87,348 Lowest |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 75.04 | cum | 12,347.6 ₹9,26,563.9 Lowest |
| 1.01 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 21.59 | cum | 12,682.3 ₹2,73,861.59 Lowest |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 436.68 | sqm | 1,242.6 ₹5,42,618.57 Lowest |
Tender Value
₹3.1 Cr
EMD Value
₹1 L
Closing Date
20 Aug 2026, 2:00 pmClosed
The Superintending Engineer,PH Circle,PTA
The Superintending Engineer, PH Circle, PTA
JJM-WSS to Seethathode Panchayath -Construction of 0.5 LL GLSRs , 1LL OHSR, 2LL OHSR , Pump Houses at Aliyanmukku and Kottakuzhi, Supply erection of Pumpsets and automation of PH.
2026_KWA_856166_1
06/2026-27/ KWA/PHC/ TVLA (RT2)
Open Tender
Civil Works - Water Works
Item Rate
365 days
Seethathodu
Please refer Tender documents.
5 documents required · 5 mandatory
₹9,759
₹1 L
21 Aug 2026
17 Jun 2026
21 Aug 2026
17 Jun 2026
20 Aug 2026
17 Jun 2026
17 Jun 2026 - 20 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of 0.50 LL GLSR at 8th Block, Thevarmala and Panjipara | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 1.002 | 2.36:Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | - | cum | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | 2.7.2: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.Hard rock (requiring blasting) | - | cum | - | - |
| 1.006 | OD171046/2025-2026:Providing dowel bars using 16 mm dia. TMT bars 1 m long including drilling holes to a depth of 0.6m, filling holes with cement grout, fixing the bars vertical etc, including cost of steel, cement, labour charges for drilling ,filling the holes with grout etc. complete. | - | no | - | - |
| 1.007 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 1.008 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.009 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
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