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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹80.5 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹84.9 L+₹4.4 L (5.43%)Admitted-Fee/PreQual/Technical/Finance ARISHAD HOUSE AHMED NAGAR PANTAS KUTTER MALAPPURAM KERALA | MALAPPURAM | MALAPPURAM | KERALA | 676305 | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SYED SHAKEEL V L1 | muhammed L2 |
|---|---|---|---|---|---|
| 1.00Implementation of open well recharge system by collecting rain water from roof top to the recharge pit installed near the well (300 units) | |||||
| 1.01 | PIPE AND FITTINGS
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. | 4,500 | metre | 670 ₹30,15,000 Lowest | 700 ₹31,50,000 |
| 1.02 | Supply of PVC Pipe, 6kg/cm2, 75mm Dia. | 7,500 | metre | 115 ₹8,62,500 Lowest | 120 ₹9,00,000 |
| 1.03 | Supplying & fixing first flush valve - 75 mm PVC valve including cost of tee, bend etc | 300 | each | 710 ₹2,13,000 Lowest | 720 ₹2,16,000 |
| 1.04 | 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. | 990 | cum | 740 ₹7,32,600 Lowest | 760 ₹7,52,400 |
| 1.05 | 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. | 7,500 | metre | 114.2 ₹8,56,500 Lowest | 120 ₹9,00,000 |
| 1.06 | Labour for dismantling manually/by mechanical means to the well parapet to insert 75mm PVC pipe and making good cndtion after work | 300 | no | 508 ₹1,52,400 Lowest | 515 ₹1,54,500 |
| 1.07 | RECHARGE PIT
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 680.7 | sqm | 10 ₹6,807 Lowest | 12 ₹8,168.4 |
| 1.08 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 212.1 | cum | 394 ₹83,567.4 Lowest | 420 ₹89,082 |
| 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 | 300 | each | 1,588 ₹4,76,400 Lowest | 1,700 ₹5,10,000 |
Tender Value
₹73.6 L
EMD Value
₹50,000
Closing Date
3 Nov 2026, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
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
Implementation of open well recharge system by collecting rain water from roof top to the recharge pit installed near the well
2026_KRWSA_881582_1
KRWSA/MPM/WRC/CAM/26-27/53
Open Tender
Civil Works - Water Works
Item Rate
180 days
GPs in Malampuzha and Chittur blocks palakkad
As per tender document
7 documents required · 7 mandatory
₹2,500
₹50,000
4 Nov 2026
23 Oct 2026
4 Nov 2026
23 Oct 2026
3 Nov 2026
23 Oct 2026
23 Oct 2026 - 30 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Implementation of open well recharge system by collecting rain water from roof top to the recharge pit installed near the well (300 units) | |||||
| 1.01 | PIPE AND FITTINGS
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. | 4,500 | metre | - | - |
| 1.02 | Supply of PVC Pipe, 6kg/cm2, 75mm Dia. | 7,500 | metre | - | - |
| 1.03 | Supplying & fixing first flush valve - 75 mm PVC valve including cost of tee, bend etc | 300 | each | - | - |
| 1.04 | 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. | 990 | cum | - | - |
| 1.05 | 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. | 7,500 | metre | - | - |
| 1.06 | Labour for dismantling manually/by mechanical means to the well parapet to insert 75mm PVC pipe and making good cndtion after work | 300 | no | - | - |
| 1.07 | RECHARGE PIT
Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 680.7 | sqm | - | - |
| 1.08 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 212.1 | 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 | 300 | each | - | - |
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