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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹16.2 LAccepted-AOC TC 26 2325 1 CASTLE QUIN KUNNUKUZHY VANCHIYOOR P O THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695001 | ₹16.2 L | 1 | Accepted-AOC Lowest quoted |
| 2 | 2₹16.9 L+₹77,604 (4.80%)Rejected-Finance 2 578 THAYAGAM FOURTH STREET THANTHAI PERIYAR NAGAR KARAIKUDI SIVAGANGA TAMIL NADU | PUDUKKOTTAI | TAMIL NADU | 621308 | ₹16.9 L+₹77,604 (4.80%) | 2 | Rejected-Finance Highest quoted |
| Sl No | Description | Qty | Unit | V-Tech Enviro Solutions Private Limited L1 | Memfill Tech Private Limited L2 |
|---|---|---|---|---|---|
| 1.00Grey Water Management (DEWATS) | |||||
| 1.01 | 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 | 129.19 | cum | 257.19 ₹33,226.89 Lowest | 300 ₹38,757.6 |
| 1.02 | 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 | 68.12 | cum | 293.93 ₹20,023.69 Lowest | 300 ₹20,437.2 |
| 1.03 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 2.52 | cum | 229 ₹577.77 Lowest | 250 ₹630.75 |
| 1.04 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 115.51 | cum | 137.78 ₹15,914.42 Lowest | 900 ₹1,03,955.4 |
| 1.05 | 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) | 6.5 | cum | 8,563.68 ₹55,655.36 | 6,059 ₹39,377.44 Lowest |
| 1.06 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 35.77 | cum | 10,532.14 ₹3,76,734.65 | 9,400 ₹3,36,238 Lowest |
| 1.07 | 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 | 3,040.45 | kilogram | 101.04 ₹3,07,207.07 | 100 ₹3,04,045 Lowest |
| 1.08 | Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 327.71 | sqm | 555.73 ₹1,82,118.28 | 220 ₹72,096.2 Lowest |
| 1.09 | Supply of PVC Pipe, 8kg/cm2, 110mm Dia. as per IS 4985 :2000 | 380 | metre | 450.09 ₹1,71,034.2 Lowest | 950 ₹3,61,000 |
Tender Value
₹17.6 L
EMD Value
₹44,100
Closing Date
20 May 2026, 5:15 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
SBM-Grey Water Management Project (DEWATS) at Grama panchayath office premises in Nallepilly Grama Panchayath in Palakkad District (Deposit work)
2026_KRWSA_850684_1
KRWSA/MPM/SBM/NPY/25-26/23
Open Tender
Civil Works - Buildings
Item Rate
180 days
Nallepilly Grama Panchayath
As per tender document
7 documents required · 7 mandatory
₹2,500
₹44,100
19 Aug 2026
13 May 2026
21 May 2026
13 May 2026
20 May 2026
13 May 2026
13 May 2026 - 20 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Grey Water Management (DEWATS) | |||||
| 1.01 | 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 | 0.8 | cum | - | - |
| 1.02 | 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 | 0.6 | cum | - | - |
| 1.03 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | - | cum | - | - |
| 1.04 | Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 0.4 | cum | - | - |
| 1.05 | 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) | 1 | cum | - | - |
| 1.06 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.07 | 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 | - | - |
| 1.08 | Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 1 | sqm | - | - |
| 1.09 | Supply of PVC Pipe, 8kg/cm2, 110mm Dia. as per IS 4985 :2000 | - | metre | - | - |
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