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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹34.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹38.5 L+₹3.8 L (10.8%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹40.4 L+₹5.6 L (16.2%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | PRASAD V L2 | T.T.MATHEW L3 | KUNJAR CONSTRUCTIONS PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|
| 1.001 | ||||||
| 1.00 | 15.7.4:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar | 6 | cum | 1,250 ₹7,500 Lowest | 2,002.05 ₹12,012.3 | 1,723.68 ₹10,342.08 |
| 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 | 10.12 | cum | 1,750 ₹17,718.75 Lowest | 2,389.48 ₹24,193.49 | 2,057.24 ₹20,829.56 |
| 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 | 100.83 | cum | 275 ₹27,727.43 Lowest | 338.14 ₹34,093.64 | 290.54 ₹29,294.28 |
| 1.00 | 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 | 12.66 | cum | 250 ₹3,165.25 | 123.16 ₹1,559.33 | 106.02 ₹1,342.32 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. | 31.61 | cum | 350 ₹11,062.45 | 299.36 ₹9,461.87 | 257.36 ₹8,134.38 Lowest |
| 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) | 3.2 | cum | 7,500 ₹24,000 | 8,681.81 ₹27,781.79 | 7,474.67 ₹23,918.94 Lowest |
| 1.01 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 15.06 | cum | 6,500 ₹97,883.5 | 7,456.92 ₹1,12,293.76 | 1,564.29 ₹23,556.64 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) | 20.31 | cum | 6,500 ₹1,31,995.5 Lowest | 7,842.88 ₹1,59,265.36 | 6,752.38 ₹1,37,120.58 |
| 1.01 | OD35646/2025-2026:Dry 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 plith level | 42.22 | cum | 4,250 ₹1,79,443.5 | 6,017.8 ₹2,54,083.55 | 2,913.48 ₹1,23,012.95 Lowest |
Tender Value
₹42.9 L
EMD Value
₹50,000
Closing Date
25 Sept 2025, 5:00 pmClosed
Executive Engineer
Executive Engineer
Construction of compound wall near the ground and entrance gate with security cabin near KIIFB block at Govt Victoria college
2025_PWD_798362_1
PWD/BLDG/TR/9060/2025
Open Tender
Civil Works - Buildings
Item Rate
270 days
Palakkad
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
31 Oct 2025
17 Sept 2025
29 Sept 2025
17 Sept 2025
25 Sept 2025
17 Sept 2025
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