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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | Lowest₹10.3 LAccepted-AOC | Lowest | Accepted-AOC Lowest | |
| 2 | 2nd₹10.5 LRejected-AOC | 2nd | Rejected-AOC 2nd Lowes |
| Sl No | Description | Qty | Unit | WILSONTHOMAS L2 | MADATHUMBHAGAM LABOUR CONTRACT CO-OPERATIVE SOCIETY L1 |
|---|---|---|---|---|---|
| 1.00Public Toilet | |||||
| 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 | 131 | sqm | 18.67 ₹2,445.77 | 18.34 ₹2,402.54 Lowest |
| 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 | 27.68 | cum | 2,609.79 ₹72,225.94 | 2,564.71 ₹70,978.35 Lowest |
| 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 | 25.15 | cum | 369.31 ₹9,287.41 | 362.93 ₹9,126.96 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 | 21.2 | cum | 264.5 ₹5,607.14 | 259.92 ₹5,510.04 Lowest |
| 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) | 2.71 | cum | 8,144.43 ₹22,112.13 | 8,003.75 ₹21,730.18 Lowest |
| 1.01 | OD211481/2022-2023:Dry rubble masonry with hard stone in foundation and plinth | 25.18 | cum | 3,751.15 ₹94,468.96 | 3,686.36 ₹92,837.29 Lowest |
| 1.01 | OD211505/2022-2023:
Random rubble masonry with departmental 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) | 17.22 | cum | 6,068.32 ₹1,04,496.47 | 5,963.49 ₹1,02,691.3 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) | 4.29 | cum | 8,565.99 ₹36,782.36 | 8,418.02 ₹36,146.98 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. | 3.87 | cum | 326.96 ₹1,265.34 | 321.31 ₹1,243.47 Lowest |
Tender Value
₹9.6 L
EMD Value
₹23,929
Closing Date
6 Jun 2026, 4:00 pmClosed
AEE
Assistant Executive Engineer, PWD Buildings Sub Division, Koyilandy
RR foundation and roof in RCC, ready made septic tank for toilet, including finishing works of toilet. The Northen side Compound wall is damaged and make difficulties to nearby residence.
2026_PWD_845578_3
PWD/2025-26/D2/BSDKYL/42
Open Tender
Civil Works - Buildings
Item Rate
270 days
Kavilumpara
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,115
Yes
₹23,929
Yes
4 Aug 2026
29 May 2026
8 Jun 2026
29 May 2026
6 Jun 2026
29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Public Toilet | |||||
| 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 | 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 | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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 | - | - |
| 1.006 | OD211481/2022-2023:Dry rubble masonry with hard stone in foundation and plinth | - | cum | - | - |
| 1.007 | OD211505/2022-2023:
Random rubble masonry with departmental 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) | 1 | cum | - | - |
| 1.008 | 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) | 1 | cum | - | - |
| 1.009 | 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. | - | cum | - | - |
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