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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹11.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹12.2 L+₹58,294.59 (5.00%)Admitted-Fee/PreQual/Technical/Finance PANACHIKKAL H PULLARA VALLUVAMBRAM MALAPPURAM | ₹12.2 L+₹58,294.59 (5.00%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K P ABBAS L1 | NISHAD P L2 |
|---|---|---|---|---|---|
| 1.00Conversion of 14 no.s Open Dug Wells into protected, sanitized and sustainable drinking water sources at Tharoor Grama Panchayath in Palakkad District | |||||
| 1.01 | Supply of PVC Pipe, 6kg/cm2, 75mm Dia. | 420 | m | 100.41 ₹42,172.2 Lowest | 105.43 ₹44,281.02 |
| 1.02 | Supplying & fixing first flush valve - 75 mm PVC valve including cost of tee, bend etc | 14 | each | 648.05 ₹9,072.7 Lowest | 680.45 ₹9,526.34 |
| 1.03 | Supply and fixing of gutter pipe with 160 mm PVC 6kg/cm2 at the edge of the sloped roof including all clamping/ welding clamps for holding the gutter pipes in the position etc including cost of all specials, end closures, tees and labour charges etc complete. | 112 | m | 612.1 ₹68,555.2 Lowest | 642.71 ₹71,982.96 |
| 1.04 | Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 14.77 | cum | 2,542 ₹37,545.34 Lowest | 2,669.1 ₹39,422.61 |
| 1.05 | Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, 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. | 51.03 | cum | 678.19 ₹34,608.04 Lowest | 712.1 ₹36,338.46 |
| 1.06 | Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, 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 50 m, in Ordinary Rock. | 5.67 | cum | 1,000.36 ₹5,672.04 Lowest | 1,050.38 ₹5,955.64 |
| 1.07 | 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): 75 mm nominal outside diameter pipes. | 420 | m | 104.31 ₹43,810.2 Lowest | 109.53 ₹46,000.92 |
| 1.08 | Recharge Pit : 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 | 9.9 | cum | 257.63 ₹2,550.02 Lowest | 270.51 ₹2,677.53 |
| 1.09 | Supplying, Conveying and placIing in position (covering the top) of precast concrete cover slab over the precast concrete circular rings already fixed at the site.Provide cover slab of 1m indiameter and two hooks for lifting the slab | 14 | each | 1,451.88 ₹20,326.32 Lowest | 1,524.47 ₹21,342.64 |
Tender Value
₹11.7 L
EMD Value
₹29,200
Closing Date
8 Sept 2026, 2:00 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
Rehabilitation of public wells
2026_KRWSA_863738_1
KRWSA/MPM/WEL/TRR/25-26/41
Open Tender
Civil Works - Water Works
Item Rate
180 days
Tharoor grama panchayath- Palakkad district
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,500
₹29,200
9 Sept 2026
1 Aug 2026
9 Sept 2026
1 Aug 2026
8 Sept 2026
1 Aug 2026
1 Aug 2026 - 8 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Conversion of 14 no.s Open Dug Wells into protected, sanitized and sustainable drinking water sources at Tharoor Grama Panchayath in Palakkad District | |||||
| 1.01 | Supply of PVC Pipe, 6kg/cm2, 75mm Dia. | - | m | - | - |
| 1.02 | Supplying & fixing first flush valve - 75 mm PVC valve including cost of tee, bend etc | - | each | - | - |
| 1.03 | Supply and fixing of gutter pipe with 160 mm PVC 6kg/cm2 at the edge of the sloped roof including all clamping/ welding clamps for holding the gutter pipes in the position etc including cost of all specials, end closures, tees and labour charges etc complete. | - | m | - | - |
| 1.04 | Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 1 | cum | - | - |
| 1.05 | Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, 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 | - | - |
| 1.06 | Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, 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 50 m, in Ordinary Rock. | 1 | cum | - | - |
| 1.07 | 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): 75 mm nominal outside diameter pipes. | - | m | - | - |
| 1.08 | Recharge Pit : 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 | - | - |
| 1.09 | Supplying, Conveying and placIing in position (covering the top) of precast concrete cover slab over the precast concrete circular rings already fixed at the site.Provide cover slab of 1m indiameter and two hooks for lifting the slab | - | each | - | - |
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