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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.4 CrAccepted-AOC | L1 | Accepted-AOC Lowest bidder | |
| 2 | L2₹11.8 Cr+₹1.4 Cr (13.0%)Rejected-AOC | L2 | Rejected-AOC 2nd lowest bidder | |
| 3 | L3₹12.3 Cr+₹1.9 Cr (18.4%)Rejected-Finance | L3 | Rejected-Finance 3rd lowest bidder | |
| 4 | L4₹12.4 Cr+₹1.9 Cr (18.6%)Rejected-Finance PO MELMURI MALAPPURAM DT KERALA 676517 | MELMURI | MALAPPURAM | KERALA | 676517 | L4 | Rejected-Finance 4th lowest bidder |
| Sl No | Description | Qty | Unit | COCHIN MARINE INDUSTRIES L2 | Lotus Engineers and Contractors kerala Pvt.Ltd L3 | Sohail Shamsudeen L1 | T ABDUSSAMAD L4 |
|---|---|---|---|---|---|---|---|
| 1.00Supplying and laying 500 mm DI K9 Clear water pumping main | |||||||
| 1.00 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | 3,000 | metre | 60 ₹1,80,000 | 31 ₹93,000 | 27.91 ₹83,730 Lowest | 30.5 ₹91,500 |
| 1.00 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. | 360 | cum | 385 ₹1,38,600 | 350 ₹1,26,000 | 346.72 ₹1,24,819.2 Lowest | 380 ₹1,36,800 |
| 1.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix) | 585 | cum | 1,200 ₹7,02,000 | 1,180 ₹6,90,300 | 1,157.9 ₹6,77,371.5 Lowest | 1,260 ₹7,37,100 |
| 1.00 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 250 | cum | 3,000 ₹7,50,000 | 2,740 ₹6,85,000 | 2,735.76 ₹6,83,940 Lowest | 3,000 ₹7,50,000 |
| 1.00 | 15.9.2: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 | 16.88 | cum | 2,000 ₹33,750 | 1,895 ₹31,978.13 | 1,893.4 ₹31,951.13 Lowest | 2,050 ₹34,593.75 |
| 1.01 | OD195348/2024-2025:Charges for supporting KSEB electric post with the supervision of KSEB officials during pipe line laying without damaging the existing structure including material charges, labour charges etc complete (appx. 230 nos electric post). | 230 | no | 1,500 ₹3,45,000 | 1,950 ₹4,48,500 | 925.57 ₹2,12,881.1 Lowest | 975 ₹2,24,250 |
| 1.01 | 2.8.1: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 | 14,469 | cum | 350 ₹50,64,150 | 274 ₹39,64,506 | 272.31 ₹39,40,053.39 Lowest | 305 ₹44,13,045 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 11,909.42 | cum | 250 ₹29,77,356.25 | 238 ₹28,34,443.15 | 237.08 ₹28,23,486.48 Lowest | 263.42 ₹31,37,180.73 |
| 1.01 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 2,202 | cum | 125 ₹2,75,250 | 98 ₹2,15,796 | 97.54 ₹2,14,783.08 Lowest | 105 ₹2,31,210 |
Tender Value
₹10.7 Cr
EMD Value
₹5 L
Closing Date
4 Jun 2025, 2:00 pmClosed
Superintending Engineer,
Superintending Engineer, PH Circle, KWA, Kollam
AMRUT.2 - Karunagappally Municipality.-UWSS to Karunagappally Supplying,Laying 500 mm DI Clear Water Pumping Main from Kolathumukku Tank Site to Thacheyil mukku old tank site at Karunagappally Municipality.-Pipeline Work
2025_KWA_764269_1
T No.05/2025-26/SE/Q
Open Tender
Civil Works - Water Works
Item Rate
180 days
Karunagappally
As per NIT conditions
8 documents required · 8 mandatory
₹16,540
₹5 L
PH Circle, KWA, Kollam
16 Mar 2026
13 May 2025
5 Jun 2025
13 May 2025
4 Jun 2025
13 May 2025
13 May 2025 - 20 May 2025
20 May 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Supplying and laying 500 mm DI K9 Clear water pumping main | |||||
| 1.001 | 100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation. | 3,000 | metre | - | - |
| 1.002 | 15.59:Dismantling of flexible pavement ( bituminous courses ) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per direction of Engineer-in-charge. | 360 | cum | - | - |
| 1.003 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix) | 585 | cum | - | - |
| 1.004 | 15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge. | 250 | cum | - | - |
| 1.005 | 15.9.2: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 | 16.88 | cum | - | - |
| 1.006 | OD195348/2024-2025:Charges for supporting KSEB electric post with the supervision of KSEB officials during pipe line laying without damaging the existing structure including material charges, labour charges etc complete (appx. 230 nos electric post). | 230 | no | - | - |
| 1.007 | 2.8.1: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 | 14,469 | cum | - | - |
| 1.008 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 11,909.43 | cum | - | - |
| 1.009 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 2,202 | cum | - | - |
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