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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.8 CrAdmitted-Finance | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M.K. Hansar L1 |
|---|---|---|---|---|
| 1.00Planning and designing of OHSR | ||||
| 1.00 | OD140780/2025-2026:Planning and designing 8.57 LL OHSR, 3.71 LL Sump cum pump house having preparing the drawing, structural design and vetting from M/s WASCON as per direction of engineer in charge | 1 | L.S | 2,00,000 ₹2,00,000 Lowest |
| 2.00Appendix A -1 - Supply and laying 500mm, 250mm DI K9 Clear water Transmission main in Thodiyoor panchayath | ||||
| 2.00 | 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. | 5,000 | metre | 25 ₹1,25,000 Lowest |
| 2.00 | 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 | 12,426.26 | cum | 359 ₹44,61,028.78 Lowest |
| 2.00 | 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. | 12,446.6 | cum | 318 ₹39,58,018.8 Lowest |
| 2.00 | 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. | 130.75 | cum | 1,738 ₹2,27,236.55 Lowest |
| 2.00 | 100.14.4:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 250mm diameter Ductile Iron Class K-9 Pipes. | 1,350 | metre | 185 ₹2,49,750 Lowest |
| 2.01 | 100.14.7:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 400mm diameter Ductile Iron Class K-9 Pipes. | 4,050 | metre | 370 ₹14,98,500 Lowest |
| 2.01 | 100.14.9:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 500mm diameter Ductile Iron Class K-9 Pipes. | 3,200 | metre | 500 ₹16,00,000 Lowest |
Tender Value
₹15.7 Cr
EMD Value
₹5 L
Closing Date
2 Mar 2026, 2:00 pmClosed
Superintending Engineer
Superintending Engineer, PH Circle, KWA, Kollam
JJM - CWSS to Kunnathoor, - Supplying and laying Clear Water Transmission Main, Gravity main, Pumping main, Constructing Boosting pump house, Supply errection, Commissioning CF Pump sets,Constructing 8.57 LL Capacity OHSR with 3.71 LL in Thodiyoor pt
2026_KWA_832857_1
Re T No.35/2025-26/SE/Q
Open Tender
Civil Works - Water Works
Item Rate
365 days
Thodiyoor grama panchayath
As per NIT conditions
8 documents required · 8 mandatory
₹16,540
₹5 L
PH Circle, KWA, Kollam
20 Jun 2026
9 Feb 2026
3 Mar 2026
9 Feb 2026
2 Mar 2026
9 Feb 2026
9 Feb 2026 - 13 Feb 2026
13 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Planning and designing of OHSR | |||||
| 1.001 | OD140780/2025-2026:Planning and designing 8.57 LL OHSR, 3.71 LL Sump cum pump house having preparing the drawing, structural design and vetting from M/s WASCON as per direction of engineer in charge | 1 | L.S | - | - |
| 2Appendix A -1 - Supply and laying 500mm, 250mm DI K9 Clear water Transmission main in Thodiyoor panchayath | |||||
| 2.001 | 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. | 5,000 | metre | - | - |
| 2.002 | 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 | 12,426.26 | cum | - | - |
| 2.003 | 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. | 12,446.6 | cum | - | - |
| 2.004 | 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. | 130.75 | cum | - | - |
| 2.005 | 100.14.4:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 250mm diameter Ductile Iron Class K-9 Pipes. | 1,350 | metre | - | - |
| 2.006 | 100.14.7:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 400mm diameter Ductile Iron Class K-9 Pipes. | 4,050 | metre | - | - |
| 2.007 | 100.14.9:Conveying and laying S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS: 8329 excluding cost of pipes and specials: 500mm diameter Ductile Iron Class K-9 Pipes. | 3,200 | metre | - | - |
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