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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.6 CrAdmitted-Finance T C 9 1996 4 5 CHITHIRA LANE KOCHAR ROAD SASTHAMANGALAM THIRUVANANTHAPURAM 10 | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695010 | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Chicago Constructions International Pvt Ltd L1 |
|---|---|---|---|---|
| 1.00Design charges of components | ||||
| 1.00 | OD215203/2025-2026: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 WTP , recycling plant & OHSR etc. The charges include the vetting charges for M/s WASCON, submission of 3 set of minimum A3 size Drawings for vetting by WASCON, soft copy of drawing in AUTOCAD and including any other design consultation charges complete as per direction of Departmental Engineer - In - Charge of the work. | 1 | no | 6,00,000 ₹6,00,000 Lowest |
| 2.00Construction of Aerator | ||||
| 2.00 | OD223651/2025-2026:Surface dressing of the rocky ground including removing excavated weathered rocky portions and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | 25 | sqm | 250 ₹6,250 Lowest |
| 2.00 | OD224031/2025-2026:Drilling hole 25mm,1.20m for providing dowel bars and conveyance of 25mm bar and locking inside the holes and fixing with cement slurry etc complete | 75 | holes | 2,000 ₹1,50,000 Lowest |
| 2.00 | 2.9.3: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 (blasting prohibited) | 6.12 | cum | 2,200 ₹13,464 Lowest |
| 2.00 | 4.1.6: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 40 mm nominal size derived from natural sources) | 1.5 | cum | 9,000 ₹13,518 Lowest |
| 2.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 12.6 | sqm | 650 ₹8,190 Lowest |
| 2.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 36.1 | sqm | 1,300 ₹46,936.5 Lowest |
| 2.01 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 61.79 | sqm | 1,100 ₹67,973.4 Lowest |
Tender Value
₹25.4 Cr
EMD Value
₹5 L
Closing Date
20 Apr 2026, 2:00 pmClosed
The Superintending Engineer,KWA, PH Circ
Office of the Superintending Engineer, KWA, PH Circle, Thiruvalla, Pathanamthitta
JJM-WSS to Pramadam And V.Kottayam Villages in Pathanamthitta District- Distribution System-7 MLD WTP at Kulappara, 10LL OHSR, CWPM from Sump to OHSR, Pumpset. CWPM, 2.5LL and 3LL OHSR, at Nedumpara and Padappupara 5LL Sump cum Pumphouse at Kochu
2026_KWA_844796_1
12/2025-26/KWA/PHC/TVLA (RT 1)
Open Tender
Civil Works - Water Works
Item Rate
365 days
Pramadom
As per NIT conditions, submitted Tender Documents and Q1 to Q8
7 documents required · 7 mandatory
₹19,518
₹5 L
12 Jun 2026
7 Mar 2026
21 Apr 2026
7 Mar 2026
20 Apr 2026
7 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Design charges of components | |||||
| 1.001 | OD215203/2025-2026: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 WTP , recycling plant & OHSR etc. The charges include the vetting charges for M/s WASCON, submission of 3 set of minimum A3 size Drawings for vetting by WASCON, soft copy of drawing in AUTOCAD and including any other design consultation charges complete as per direction of Departmental Engineer - In - Charge of the work. | 1 | no | - | - |
| 2Construction of Aerator | |||||
| 2.001 | OD223651/2025-2026:Surface dressing of the rocky ground including removing excavated weathered rocky portions and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | 25 | sqm | - | - |
| 2.002 | OD224031/2025-2026:Drilling hole 25mm,1.20m for providing dowel bars and conveyance of 25mm bar and locking inside the holes and fixing with cement slurry etc complete | 75 | holes | - | - |
| 2.003 | 2.9.3: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 (blasting prohibited) | 6.12 | cum | - | - |
| 2.004 | 4.1.6: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 40 mm nominal size derived from natural sources) | 1.5 | cum | - | - |
| 2.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 12.6 | sqm | - | - |
| 2.006 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 36.11 | sqm | - | - |
| 2.007 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 61.79 | sqm | - | - |
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