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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹62.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹62.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | MANOHARAN D L1 |
|---|---|---|---|---|
| 1.00Design of Laminar flow Clarifocculator for existing 4.5 MLD WTP with overloading capasity up to 25% | ||||
| 1.00 | OD206264/2025-2026:Design and approval of Laminar flow Clarifocculator for existing 4.5 MLD WTP with overloading capasity up to 25% as at least 5.5 MLD of treated water - Preparing the drawing, structural design, designing electro-mechanical equipments and obtaining approval from competant authority and submission of detailed design and estimate | 1 | no | 93,750 ₹93,750 Lowest |
| 2.00Working Charges | ||||
| 2.00 | 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 | 147 | cum | 322.04 ₹47,339.88 Lowest |
| 2.00 | OD166370/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches of manholes or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 M for depth exceeding 1.5 m, but not exceeding 3 m | 49 | cum | 485.8 ₹23,804.2 Lowest |
| 2.00 | 4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 11.76 | cum | 11,328.33 ₹1,33,221.16 Lowest |
| 2.00 | 5.33.1.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 40.45 | cum | 13,611.96 ₹5,50,658.23 Lowest |
| 2.00 | 5.33.2.2:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work above plinth level upto floor V levelConcrete of M30 grade with minimum cement content of 350 kg /cum | 53.84 | cum | 16,376.99 ₹8,81,688.01 Lowest |
| 2.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 7,071.82 | kilogram | 140.54 ₹9,93,874.29 Lowest |
| 2.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 16.32 | sqm | 483.25 ₹7,886.64 Lowest |
Tender Value
₹50.3 L
EMD Value
₹50,000
Closing Date
14 Sept 2026, 3:00 pmClosed
Executive Engineer
O/o Office of the Executive Engineer, P H Division Palakkad
Design and Construction of Laminar flow Clarifocculator to existing 4.5 MLD WTP at Pudussery
2026_KWA_867068_1
38/2026-27/EE/PH/PKD
Open Tender
Civil Works - Water Works
Item Rate
545 days
Pudussery WTP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
15 Sept 2026
1 Sept 2026
15 Sept 2026
1 Sept 2026
14 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Design of Laminar flow Clarifocculator for existing 4.5 MLD WTP with overloading capasity up to 25% | |||||
| 1.001 | OD206264/2025-2026:Design and approval of Laminar flow Clarifocculator for existing 4.5 MLD WTP with overloading capasity up to 25% as at least 5.5 MLD of treated water - Preparing the drawing, structural design, designing electro-mechanical equipments and obtaining approval from competant authority and submission of detailed design and estimate | - | no | - | - |
| 2Working Charges | |||||
| 2.001 | 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 | - | cum | - | - |
| 2.002 | OD166370/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches of manholes or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 M for depth exceeding 1.5 m, but not exceeding 3 m | - | cum | - | - |
| 2.003 | 4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 1 | cum | - | - |
| 2.004 | 5.33.1.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | - | cum | - | - |
| 2.005 | 5.33.2.2:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work above plinth level upto floor V levelConcrete of M30 grade with minimum cement content of 350 kg /cum | - | cum | - | - |
| 2.006 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1 | kilogram | - | - |
| 2.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
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