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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 CrAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹4.1 Cr+₹16.8 L (4.23%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | THANKANPPAN CONTRACTOR L1 | VISAKH M R L2 |
|---|---|---|---|---|---|
| 1.00Construction of 1.5LL GLSR at Valliyenthi | |||||
| 1.00 | OD175209/2025-2026:Charges for preparation of Good For Construction (GFC) drawings (both structural & architectural) through an accredited Structural Engineer/Govt. Accredited Agency after conducting Soil Investigation at site. The charges include the vetting charges for M/s WASCON/similar Govt. Accredited Agency, submission of 3 set of minimum A2 size Drawings for vetting by WASCON, soft copy of drawing in AUTOCAD and any other design consultation charges complete as per direction of Departmental Engineer - In - Charge of the work. | 1 | no | 95,000 ₹95,000 Lowest | 99,145.64 ₹99,145.64 |
| 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 | 400 | sqm | 15 ₹6,000 Lowest | 17.64 ₹7,056 |
| 1.00 | 2.36:Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | 400 | cum | 85 ₹34,000 Lowest | 93.27 ₹37,308 |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 108.6 | cum | 320 ₹34,752 Lowest | 348.93 ₹37,893.8 |
| 1.00 | 2.9.1:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock | 93.6 | cum | 650 ₹60,840 | 636.78 ₹59,602.61 Lowest |
| 1.01 | 2.9.2:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Hard rock (requiring blasting) | 31.4 | cum | 1,050 ₹32,970 | 1,029.36 ₹32,321.9 Lowest |
| 1.01 | OD175328/2025-2026:Providing driving and installing driven cast-in-situ reinforced cement concrete piles of grade M25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoeand length of the pile to be embeddedin the pile cap etc., all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap:600 mm dia pile | 72 | metre | 5,650 ₹4,06,800 | 5,507.35 ₹3,96,529.2 Lowest |
| 1.01 | 20.6.3.1:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Group of two or more piles upto 50 tonne Safe capacityInitial test (Test Load 2.5 times the Safe capacity) | 1 | per test | 83,000 ₹83,000 | 80,558.93 ₹80,558.93 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) | 84 | cum | 8,300 ₹6,97,200 | 8,093.19 ₹6,79,827.96 Lowest |
Tender Value
₹4.3 Cr
EMD Value
₹1 L
Closing Date
22 Sept 2026, 2:00 pmClosed
The Superintending Engineer,KWA, PH Circ
Office of the Superintending Engineer,KWA, PH Circle,Thiruvalla, Pathanamthitta
Jal Jeevan Mission (JJM)-5th SWSM -WSS to Mylapra, Malayalappuzha and Vadasserikkara Panchayaths -Construction of 1.5LL capacity GLSR at Mylapra Panchayath(Valyenthi) including supply and Laying 200mm DI pipes
2026_KWA_869502_1
14/2026-27/KWA/PHC/TVLA
Open Tender
Civil Works - Water Works
Item Rate
273 days
Mylapra
As per NIT conditions and submitted Tender Documents
5 documents required · 5 mandatory
₹9,759
₹1 L
23 Sept 2026
14 Sept 2026
23 Sept 2026
14 Sept 2026
22 Sept 2026
14 Sept 2026
14 Sept 2026 - 22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of 1.5LL GLSR at Valliyenthi | |||||
| 1.001 | OD175209/2025-2026:Charges for preparation of Good For Construction (GFC) drawings (both structural & architectural) through an accredited Structural Engineer/Govt. Accredited Agency after conducting Soil Investigation at site. The charges include the vetting charges for M/s WASCON/similar Govt. Accredited Agency, submission of 3 set of minimum A2 size Drawings for vetting by WASCON, soft copy of drawing in AUTOCAD and any other design consultation charges complete as per direction of Departmental Engineer - In - Charge of the work. | 1 | no | - | - |
| 1.002 | 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 | 400 | sqm | - | - |
| 1.003 | 2.36:Extra for levelling & neatly dressing of disposed soil completely as directed by Engineer-in-charge. | 400 | cum | - | - |
| 1.004 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 108.6 | cum | - | - |
| 1.005 | 2.9.1:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Ordinary rock | 93.6 | cum | - | - |
| 1.006 | 2.9.2:Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m.Hard rock (requiring blasting) | 31.4 | cum | - | - |
| 1.007 | OD175328/2025-2026:Providing driving and installing driven cast-in-situ reinforced cement concrete piles of grade M25 of specified diameter and length below the pile cap, to carry safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of shoeand length of the pile to be embeddedin the pile cap etc., all complete. (Length of pile for payment shall be measured from top of shoe to the bottom of pile cap:600 mm dia pile | 72 | metre | - | - |
| 1.008 | 20.6.3.1:Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Group of two or more piles upto 50 tonne Safe capacityInitial test (Test Load 2.5 times the Safe capacity) | 1 | per test | - | - |
| 1.009 | 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) | 84 | cum | - | - |
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