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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAccepted-Finance | ₹1.2 L | L1 | Accepted-Finance L1 |
| 2 | L2₹1.4 LAccepted-Finance | ₹1.4 L | L2 | Accepted-Finance L2 |
| 3 | L3₹1.5 LAccepted-Finance | ₹1.5 L | L3 | Accepted-Finance L3 |
| 4 | L4₹1.6 LAccepted-Finance | ₹1.6 L | L4 | Accepted-Finance L4 |
| Sl No | Description | Qty | Unit | Cherian Thomas L4 | Antony.J L3 | Ahammed Nabhan L1 | Sreekumar L2 |
|---|---|---|---|---|---|---|---|
| 1.00Volley Ball Court | |||||||
| 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 | 93.75 | cum | 244.75 ₹22,945.31 | 231.87 ₹21,737.81 | 123.23 ₹11,552.81 | 216.41 ₹20,288.44 |
| 1.00 | 2.1.1:Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | 264 | sqm | 127.48 ₹33,654.72 | 120.77 ₹31,883.28 | 71.34 ₹18,833.76 | 112.71 ₹29,755.44 |
| 1.00 | OD232188/2025-2026:Filling with contractor own earth (excluding rock) in open areas 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 as per direction of site Engineer-in-charge. | 66 | cum | 423.42 ₹27,945.72 | 401.14 ₹26,475.24 | 231.14 ₹15,255.24 | 374.39 ₹24,709.74 |
| 1.00 | 16.1:Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | 264 | sqm | 215.05 ₹56,773.20 | 203.73 ₹53,784.72 | 213.21 ₹56,287.44 | 190.15 ₹50,199.60 |
| 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 | 37.5 | cum | 341.73 ₹12,814.88 | 323.75 ₹12,140.63 | 231.1 ₹8,666.25 | 302.16 ₹11,331 |
| 1.01 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.3 | cum | 8,774.17 ₹2,632.25 | 8,312.37 ₹2,493.71 | 9,300.1 ₹2,790.03 | 7,758.21 ₹2,327.46 |
| 1.01 | 10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. | 32.4 | kilogram | 110.86 ₹3,591.86 | 105.02 ₹3,402.65 | 91.1 ₹2,951.64 | 98.01 ₹3,175.52 |
Tender Value
₹1.7 L
EMD Value
₹4,220
Closing Date
26 Sept 2025, 5:00 pmClosed
Assistant Engineer
Assistant Engineer LID EW SECTION Elappara Grama panchayath OFFICE
Annual Plan-Elappara Grama Panchayath 2025-26 Construction of Volley Ball Court at Elappara Markket pro no 155
2025_LSGD_798864_11
2/2025-26
Open Tender
Civil Works - Buildings
180 days
Elappara Grama panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹500
Yes
₹4,220
Yes
4 Feb 2026
18 Sept 2025
27 Sept 2025
18 Sept 2025
26 Sept 2025
18 Sept 2025
18 Sept 2025 - 26 Sept 2025
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