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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.1 CrAdmitted-Finance | ₹13.1 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Chicago Constructions International Pvt Ltd L1 |
|---|---|---|---|---|
| 1.00Construction of 6 LL OHSR, 7 LL GLSR & Pumphouse at Pezhumpara | ||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 625 | sqm | 30 ₹18,750 Lowest |
| 1.00 | 2.6.1: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 | 937.5 | cum | 310 ₹2,90,625 Lowest |
| 1.00 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 187.5 | cum | 790 ₹1,48,125 Lowest |
| 1.00 | 2.9.3:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (blasting prohibited) | 93.75 | cum | 1,860 ₹1,74,375 Lowest |
| 1.00 | OD170623/2025-2026:Providing dowel bars using 16 mm dia. TMT bars 0.6 m long including drilling holes to a depth of 30 m, filling holes with cement grout, fixing the bars vertical etc, including cost of steel, cement, labour charges for drilling ,filling the holes with grout etc. complete. | 460 | no | 470 ₹2,16,200 Lowest |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 34.5 | cum | 10,210 ₹3,52,245 Lowest |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 174.6 | sqm | 450 ₹78,570 Lowest |
| 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. | 161.18 | cum | 370 ₹59,638.08 Lowest |
| 1.01 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 65.8 | cum | 9,940 ₹6,54,012.24 Lowest |
Tender Value
₹11.2 Cr
EMD Value
₹5 L
Closing Date
8 Jun 2026, 2:00 pmClosed
The Superintending Engineer,KWA, PH Circ
Office of the Superintending Engineer, KWA, PH Circle,Thiruvalla
(JJM)-5th SWSM -WSS to Mylapra, Malayalappuzha and Vadasserikkara Panchayaths - Construction of 6LL OHSR,7LL GLSR, pump house at Pezhumpara, Supply and Laying of Pumping Mains, Supply and Erection of Pumpsets, etc at Vadasserikara Panchayath -Gene
2026_KWA_852236_1
05/2026-27/KWA/PHC/TVLA (RT1)
Open Tender
Civil Works - Water Works
Item Rate
365 days
Vadasserikara
As per NIT conditions, submitted Tender Documents and Q1 to Q8
7 documents required · 7 mandatory
₹19,518
₹5 L
Office of the Superintending Engineer,KWA,PH Circl
1 Sept 2026
21 May 2026
9 Jun 2026
21 May 2026
8 Jun 2026
21 May 2026
21 May 2026 - 8 Jun 2026
5 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of 6 LL OHSR, 7 LL GLSR & Pumphouse at Pezhumpara | |||||
| 1.001 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | - | sqm | - | - |
| 1.002 | 2.6.1: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 | - | cum | - | - |
| 1.003 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | - | cum | - | - |
| 1.004 | 2.9.3:Excavation work 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 soils as directed, within a lead of 50 m.Hard rock (blasting prohibited) | - | cum | - | - |
| 1.005 | OD170623/2025-2026:Providing dowel bars using 16 mm dia. TMT bars 0.6 m long including drilling holes to a depth of 30 m, filling holes with cement grout, fixing the bars vertical etc, including cost of steel, cement, labour charges for drilling ,filling the holes with grout etc. complete. | - | no | - | - |
| 1.006 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
| 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. | 0.6 | cum | - | - |
| 1.009 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.4 | cum | - | - |
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