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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.8 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹16.1 Cr+₹31.1 L (1.97%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | Rejected-Technical | - | Rejected-Technical Not submit required document | |
| 4 | Rejected-Technical | - | Rejected-Technical Not submit required document |
| Sl No | Description | Qty | Unit | Chicago Constructions International Pvt Ltd L2 | Sohail Shamsudeen L1 |
|---|---|---|---|---|---|
| 1.00Appendix - A1 - Supply and laying 900mm DI K9 Raw Water Pumping main from Njankadavu Intake structure to WTP at Ambuvila in Kunnathoor. | |||||
| 1.00 | 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 | 5,896.8 | cum | 360 ₹21,22,848 | 327.35 ₹19,30,317.48 Lowest |
| 1.00 | 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. | 4,409.03 | cum | 320 ₹14,10,889.28 | 318.47 ₹14,04,143.47 Lowest |
| 1.00 | 100.1.5: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. | 327.6 | cum | 1,000 ₹3,27,600 Lowest | 1,100.4 ₹3,60,491.04 |
| 1.00 | 100.1.13: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 Hard Rock where Blasting is Prohibited. | 327.6 | cum | 1,950 ₹6,38,820 | 1,928.55 ₹6,31,792.98 Lowest |
| 1.00 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 1,512 | cum | 235 ₹3,55,320 | 234.99 ₹3,55,304.88 Lowest |
| 1.01 | 100.14.14:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 900mm diameter Ductile Iron Class K-9 Pipes. | 2,100 | metre | 1,410 ₹29,61,000 | 1,402.99 ₹29,46,279 Lowest |
| 1.01 | 18.70.14:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:900 mm dia pipes | 420 | joint | 2,470 ₹10,37,400 | 2,462.32 ₹10,34,174.4 Lowest |
| 1.01 | 100.19.4:Providing flanged joints to double flanged CI/DI pipes and specials, including testing of joints: 900mm Diameter Pipe. | 10 | joint | 3,650 ₹36,500 | 3,616.37 ₹36,163.7 Lowest |
| 1.01 | 100.22.4:Labour for cutting C.I. pipe with steel saw: 900mm diameter C.I. pipe. | 40 | no | 2,300 ₹92,000 | 2,298.14 ₹91,925.6 Lowest |
Tender Value
₹15.1 Cr
EMD Value
₹5 L
Closing Date
11 Dec 2025, 2:00 pmClosed
Superintending Engineer
Superintending Engineer, PH Circle, KWA, Kollam
NABARD-CWSS to Kunnathur Contruction of 10M Dia Intake well Cum Pump House, Approach bridge, Sub station building near Njankadav (Right Bank), 900 mm DI K9 RWPM, Supply erection commissioning transformer and allied work, Supply and erection RWpumpset
2025_KWA_820537_1
T No.30/2025-26/SE/Q
Open Tender
Civil Works - Water Works
Item Rate
730 days
Kunnathoor
As per NIT conditions
8 documents required · 8 mandatory
₹16,540
₹5 L
P H Circle, KWA, Kollam
14 Jan 2026
10 Nov 2025
12 Dec 2025
10 Nov 2025
11 Dec 2025
10 Nov 2025
10 Nov 2025 - 20 Nov 2025
20 Nov 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix - A1 - Supply and laying 900mm DI K9 Raw Water Pumping main from Njankadavu Intake structure to WTP at Ambuvila in Kunnathoor. | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 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. | 0.6 | cum | - | - |
| 1.003 | 100.1.5: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. | - | cum | - | - |
| 1.004 | 100.1.13: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 Hard Rock where Blasting is Prohibited. | - | cum | - | - |
| 1.005 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | - | cum | - | - |
| 1.006 | 100.14.14:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 900mm diameter Ductile Iron Class K-9 Pipes. | - | metre | - | - |
| 1.007 | 18.70.14:Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:900 mm dia pipes | - | joint | - | - |
| 1.008 | 100.19.4:Providing flanged joints to double flanged CI/DI pipes and specials, including testing of joints: 900mm Diameter Pipe. | - | joint | - | - |
| 1.009 | 100.22.4:Labour for cutting C.I. pipe with steel saw: 900mm diameter C.I. pipe. | - | no | - | - |
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