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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.4 LAccepted-AOC TC 26 2325 1 CASTLE QUIN KUNNUKUZHY VANCHIYOOR P O THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695001 | ₹12.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹13.0 L+₹55,369 (4.45%)Rejected-AOC 2 578 THAYAGAM FOURTH STREET THANTHAI PERIYAR NAGAR KARAIKUDI SIVAGANGA TAMIL NADU | PUDUKKOTTAI | TAMIL NADU | 621308 | ₹13.0 L+₹55,369 (4.45%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Memfill Tech Private Limited L2 | V-Tech Enviro Solutions Private Limited L1 |
|---|---|---|---|---|---|
| 1.00GREY WATER MANAGEMENT (DEWATS) | |||||
| 1.01 | 2.7.3: 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.Hard rock (blasting prohibited) | 99.48 | cum | 1,100 ₹1,09,428 | 260 ₹25,864.8 Lowest |
| 1.02 | 4.1.5: 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) | 5.19 | cum | 7,200 ₹37,368 Lowest | 8,500 ₹44,115 |
| 1.03 | 5.2.2 : 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) | 32.56 | cum | 10,700 ₹3,48,402.7 | 10,500 ₹3,41,890.5 Lowest |
| 1.04 | 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 | 1,683.22 | kg | 90 ₹1,51,489.8 Lowest | 105 ₹1,76,738.1 |
| 1.05 | 5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 240.58 | sqm | 700 ₹1,68,406 | 500 ₹1,20,290 Lowest |
| 1.06 | 100.98.233 : Supply of PVC Pipe, 10kg/cm2, 50mm Dia. | 150 | metre | 100 ₹15,000 Lowest | 150 ₹22,500 |
| 1.07 | 100.1.2: Excavating trenches of required width for pipes, cables, etc., including excavation for
sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not
exceeding 3m, including getting out the excavated soil, and then returning the soil as
required, in layers not exceeding 20cm in depth, including consolidating each
deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as
directed, within a lead of 50m, in all kinds of soil. | 14.4 | cum | 600 ₹8,640 | 400 ₹5,760 Lowest |
| 1.08 | 100.9.5 : Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already
made, placing in position aligning the pipeline to the lines and levels and jointing the
pipes and specials with solvent cement and testing the pipeline with water to the
required test pressure (excluding cost of pipes and specials): 50 mm nominal outside
diameter pipes. | 150 | metre | 46 ₹6,900 Lowest | 90 ₹13,500 |
| 1.09 | 100.98.222 :Supply of PVC Pipe, 8kg/cm2, 75mm Dia. | 150 | metre | 200 ₹30,000 Lowest | 300 ₹45,000 |
Tender Value
₹13.4 L
EMD Value
₹33,466
Closing Date
26 May 2026, 6:00 pmClosed
Regional Project Director
2nd Floor, Bldg.No.3/253, Near AKG Hospital, Talap, Kannur
DEPOSIT-GREY WATER MANAGEMENT WORK FOR AMBALATHARA GHSS IN PULLORPERIYA GRAMAPANCHAYATH IN KASARGOD DISTRICT-GREY WATER MANAGEMENT WORK FOR AMBALATHARA GVHSS-General Civil Work
2026_KRWSA_850434_1
KRWSA-KNR/35/2025
Open Tender
Civil Works - Water Works
Item Rate
180 days
Pullur Periya Grama Panchayath Kasaragod District
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,500
₹33,466
Regional Project Management Unit, KRWSA, Kannur
19 Aug 2026
14 May 2026
28 May 2026
14 May 2026
26 May 2026
16 May 2026
14 May 2026 - 26 May 2026
16 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1GREY WATER MANAGEMENT (DEWATS) | |||||
| - | 2.7.3: 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.Hard rock (blasting prohibited) | - | cum | 1 | - |
| - | 4.1.5: 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) | - | cum | 1 | - |
| - | 5.2.2 : 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) | 1 | cum | 1 | ₹1 |
| - | 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 | - | kg | 1 | - |
| - | 5.9.2 : 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 | - |
| - | 100.98.233 : Supply of PVC Pipe, 10kg/cm2, 50mm Dia. | - | metre | 1 | - |
| - | 100.1.2: Excavating trenches of required width for pipes, cables, etc., including excavation for
sockets, and dressing of sides, ramming of bottoms, depth exceeding 1.5m but not
exceeding 3m, including getting out the excavated soil, and then returning the soil as
required, in layers not exceeding 20cm in depth, including consolidating each
deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as
directed, within a lead of 50m, in all kinds of soil. | - | cum | 1 | - |
| - | 100.9.5 : Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already
made, placing in position aligning the pipeline to the lines and levels and jointing the
pipes and specials with solvent cement and testing the pipeline with water to the
required test pressure (excluding cost of pipes and specials): 50 mm nominal outside
diameter pipes. | - | metre | - | - |
| - | 100.98.222 :Supply of PVC Pipe, 8kg/cm2, 75mm Dia. | - | metre | 1 | - |
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