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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.2 LAccepted-AOC | ₹12.2 L | L1 | Accepted-AOC Lowest among the 5 bidders quoted |
| 2 | L2₹14.3 L+₹2.1 L (17.0%)Rejected-Finance TC 26 2325 1 CASTLE QUIN KUNNUKUZHY VANCHIYOOR P O THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695001 | ₹14.3 L+₹2.1 L (17.0%) | L2 | Rejected-Finance Second lowest among the quoted |
| 3 | L3₹14.5 L+₹2.3 L (18.4%)Rejected-Finance | ₹14.5 L+₹2.3 L (18.4%) | L3 | Rejected-Finance Third lowest among the quoted |
| 4 | L4₹14.8 L+₹2.6 L (21.4%)Rejected-Finance M C ROAD ANGAMALY ERNAKULAM | ANGAMALY | ERNAKULAM | KERALA | ₹14.8 L+₹2.6 L (21.4%) | L4 | Rejected-Finance Fourth lowest among the quoted |
| 5 | L5₹14.9 L+₹2.6 L (21.4%)Rejected-Finance 2 578 THAYAGAM FOURTH STREET THANTHAI PERIYAR NAGAR KARAIKUDI SIVAGANGA TAMIL NADU | PUDUKKOTTAI | TAMIL NADU | 621308 | ₹14.9 L+₹2.6 L (21.4%) | L5 | Rejected-Finance Fifth lowest among the quoted |
| Sl No | Description | Qty | Unit | K P ABBAS L3 | IBRAHIM.P.M. L1 | Andhyodaya L4 | Memfill Tech Private Limited L5 | V-Tech Enviro Solutions Private Limited L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A : DEWATS, Sreekrishnapuram | ||||||||
| 1.01 | 1. Grey water management (DEWATS) 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 | 48.4 | cum | 250.16 ₹12,108.69 | 218.21 ₹10,562.16 Lowest | 250 ₹12,100.75 | 220 ₹10,648.66 | 250 ₹12,100.75 |
| 1.02 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in dep`th, 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 | 54.23 | cum | 502.86 ₹27,269.7 | 438.64 ₹23,786.79 | 600 ₹32,537.4 | 415 ₹22,505.04 Lowest | 510 ₹27,656.79 |
| 1.03 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stack`ed materials.Ordinary or hard rock | 17.16 | cum | 228.18 ₹3,915.57 | 199.04 ₹3,415.47 Lowest | 200 ₹3,432 | 230 ₹3,946.8 | 230 ₹3,946.8 |
| 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All wo`rk 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) | 4.06 | cum | 8,320.81 ₹33,774.15 | 7,258.06 ₹29,460.47 Lowest | 7,500 ₹30,442.5 | 7,500 ₹30,442.5 | 8,500 ₹34,501.5 |
| 1.05 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 21.13 | cum | 10,184.81 ₹2,15,194.74 | 8,883.99 ₹1,87,709.78 | 9,800 ₹2,07,064.2 | 7,100 ₹1,50,015.9 Lowest | 10,000 ₹2,11,290 |
| 1.06 | Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 188.66 | sqm | 815.27 ₹1,53,804.38 | 711.14 ₹1,34,160.31 | 550 ₹1,03,760.25 | 450 ₹84,894.75 Lowest | 789 ₹1,48,848.8 |
| 1.07 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 6.74 | sqm | 374.97 ₹2,527.29 | 327.08 ₹2,204.51 Lowest | 500 ₹3,370 | 400 ₹2,696 | 380 ₹2,561.2 |
| 1.08 | 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 | 1,901.61 | kilo gram | 109.17 ₹2,07,602.57 | 95.23 ₹1,81,086.52 | 120 ₹2,28,193.2 | 95 ₹1,80,652.95 Lowest | 108 ₹2,05,373.88 |
| 1.09 | Supply of PVC Pipe, 10kg/cm2, 50mm Dia. | 50 | metre | 68.36 ₹3,418 | 59.63 ₹2,981.45 Lowest | 100 ₹5,000 | 100 ₹5,000 | 66 ₹3,300 |
Tender Value
₹14.9 L
EMD Value
₹37,400
Closing Date
10 Aug 2026, 4:00 pmClosed
Regional Project Director
Kerala Rural Water Supply and Sanitation Agency, Regional Project Management Unit, Malappuram, MMC.X/108-112, UMK Tower, Uphill, Jubilee Road, Near Passport Office, Malappuram P.O. - 676 505
Construction Testing and Commissioning of Grey water treatment plant system having a capacity to treat 3KLD per day of waste water at Govt Engineering College Canteen Sreekrishnapuram Grama Panchayath
2026_KRWSA_863868_1
KRWSA/MPM/SBM/SKM/25-26/43
Open Tender
Civil Works - Water Works
Item Rate
180 days
Govt Engineering College Canteen in Sreekrishnapur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
₹37,400
22 Sept 2026
3 Aug 2026
11 Aug 2026
3 Aug 2026
10 Aug 2026
3 Aug 2026
3 Aug 2026 - 10 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A : DEWATS, Sreekrishnapuram | |||||
| 1.01 | 1. Grey water management (DEWATS) 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 | - | - |
| 1.02 | Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30 cm in dep`th, 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 | - | - |
| 1.03 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stack`ed materials.Ordinary or hard rock | - | cum | - | - |
| 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All wo`rk 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 | - | - |
| 1.05 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.06 | Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
| 1.07 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.08 | 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 | kilo gram | - | - |
| 1.09 | Supply of PVC Pipe, 10kg/cm2, 50mm Dia. | - | metre | - | - |
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