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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.6 LAccepted-AOC | ₹4.6 L Quoted ₹4.9 L | L1 | Accepted-AOC Lowest Bidder |
| 2 | L2₹5.0 LRejected-AOC | ₹5.0 L | L2 | Rejected-AOC Second Lowest Bidder |
| Sl No | Description | Qty | Unit | biju p v L2 | Abhilash k L1 |
|---|---|---|---|---|---|
| 1.001 | |||||
| 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 | 7.84 | cum | 500 ₹3,920 | 500 ₹3,920 |
| 1.00 | 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) | 8.81 | cum | 8,000 ₹70,472 | 8,000 ₹70,472 |
| 1.00 | OD54591/2025-2026:Dry rubble masonry with hard stone in foundation and plinth including levelling upto plinth level: | 6.72 | cum | 4,000 ₹26,880 | 5,000 ₹33,600 |
| 1.00 | 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) | 3.28 | cum | 7,800 ₹25,591.8 | 8,000 ₹26,248 |
| 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. | 3.03 | cum | 300 ₹909 | 400 ₹1,212 |
| 1.01 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.62 | cum | 10,000 ₹6,190 | 12,000 ₹7,428 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 2.19 | sqm | 750 ₹1,640.25 | 900 ₹1,968.3 |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 12.9 | metre | 300 ₹3,870 | 500 ₹6,450 |
| 1.01 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 8.4 | cum | 10,000 ₹84,000 | 9,500 ₹79,800 |
Tender Value
₹4.6 L
EMD Value
₹11,546
Closing Date
1 Jun 2026, 3:00 pmClosed
Assistant executive engineer
PWD building subdivision mananthavady
DEPOSIT GCNW- Construction of Toilet Block in Govt college of Nursing Mananthavady Wayanad District-work-General Civil Work
2026_PWD_852051_1
PWD/BLDG/TR/10096/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Mananthavady
Please refer Tender documents.
12 documents required · 12 mandatory
₹1,020
Yes
₹11,546
Yes
2 Jul 2026
20 May 2026
1 Jun 2026
20 May 2026
1 Jun 2026
20 May 2026
20 May 2026 - 1 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 11 | |||||
| 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 | 1 | cum | - | - |
| 1.002 | 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) | 1 | cum | - | - |
| 1.003 | OD54591/2025-2026:Dry rubble masonry with hard stone in foundation and plinth including levelling upto plinth level: | 1 | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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. | 1 | cum | - | - |
| 1.006 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.007 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.008 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | - | metre | - | - |
| 1.009 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | - | cum | - | - |
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