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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 2₹1.2 Cr+₹5.3 L (4.56%)Accepted-Finance | ₹1.2 Cr+₹5.3 L (4.56%) | 2 | Accepted-Finance qualified for financial evaluation |
| 2 | 3₹1.2 Cr+₹3.6 L (3.08%)Accepted-Finance | ₹1.2 Cr+₹3.6 L (3.08%) | 3 | Accepted-Finance L3 rejected |
| 3 | 1₹1.2 CrRejected-Finance | ₹1.2 Cr | 1 | Rejected-Finance qualified for financial evaluation |
| 4 | 4₹1.3 Cr+₹16.8 L (14.5%)Rejected-Finance | ₹1.3 Cr+₹16.8 L (14.5%) | 4 | Rejected-Finance L4 rejected |
| Sl No | Description | Qty | Unit | ANANDAN. U L2 | RAJEEV P I L1 | ASHRAF C A L3 | FAISAL K I L4 |
|---|---|---|---|---|---|---|---|
| 1.00BUILDING | |||||||
| 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 | 630 | sqm | 14.74 ₹9,286.2 | 14.3 ₹9,009 Lowest | 14.95 ₹9,418.5 | 16.38 ₹10,319.4 |
| 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 | 192.5 | cum | 532.31 ₹1,02,467.01 | 516.38 ₹99,400.57 Lowest | 539.91 ₹1,03,929.98 | 591.26 ₹1,13,814.59 |
| 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. | 192.5 | cum | 258.24 ₹49,709.91 | 250.51 ₹48,221.92 Lowest | 261.93 ₹50,420.22 | 286.84 ₹55,215.27 |
| 1.00 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 611.3 | cum | 591.44 ₹3,61,547.27 | 573.74 ₹3,50,727.26 Lowest | 599.89 ₹3,66,712.76 | 656.93 ₹4,01,581.31 |
| 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) | 12.6 | cum | 6,765.57 ₹85,246.18 | 6,563.1 ₹82,695.06 Lowest | 6,862.13 ₹86,462.84 | 7,514.71 ₹94,685.35 |
| 1.01 | OD135777/2025-2026:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) | 18.9 | cum | 8,252.04 ₹1,55,963.56 | 8,005.08 ₹1,51,296.01 Lowest | 8,369.81 ₹1,58,189.41 | 9,165.76 ₹1,73,232.86 |
| 1.01 | 4.1.6: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 40 mm nominal size derived from natural sources) | 14.14 | cum | 6,782.66 ₹95,906.81 | 6,579.68 ₹93,036.68 Lowest | 6,879.47 ₹97,275.71 | 7,533.69 ₹1,06,526.38 |
| 1.01 | OD134325/2025-2026: Providing and laying in position machine batched and machine mixed design mix M- 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.Note: Contractor has to bring the design mix from any approved govt: institutions and there will not be any payment for excess cement. All work up to plinth level | 73.17 | cum | 8,830.13 ₹6,46,074.12 | 8,565.87 ₹6,26,739.01 Lowest | 8,956.16 ₹6,55,295.36 | 9,807.86 ₹7,17,611.69 |
| 1.01 | OD134322/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35X20X20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc, complete. | 49 | cum | 5,510.54 ₹2,70,005.44 | 5,345.63 ₹2,61,925.18 Lowest | 5,589.19 ₹2,73,859.13 | 6,120.71 ₹2,99,902.55 |
Tender Value
₹1.4 Cr
EMD Value
₹50,000
Closing Date
7 Feb 2026, 3:00 pmClosed
Superintending Engineer, Buildings North Circl
Superintending Engineer, Buildings North Circl
Buildings consists of 4 class rooms in Ground floor and 4 class rooms in First Floor and stair room.
2026_PWD_832270_1
PWD/BLDG/TR/16175/2025_5_1
Open Tender
Civil Works - Buildings
Item Rate
540 days
Kavumpadi, Thillankeri
Please refer Tender documents.
10 documents required · 10 mandatory
₹5,515
Yes
₹50,000
Yes
3 Sept 2026
31 Jan 2026
9 Feb 2026
31 Jan 2026
7 Feb 2026
31 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUILDING | |||||
| 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 | 630 | sqm | - | - |
| 1.002 | 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 | 192.5 | cum | - | - |
| 1.003 | 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. | 192.5 | cum | - | - |
| 1.004 | 50.2.25.1:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations 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 as per direction of site Engineer-in-charge | 611.3 | cum | - | - |
| 1.005 | 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) | 12.6 | cum | - | - |
| 1.006 | OD135777/2025-2026:Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, at window sills, ceiling level and the like. Cement mortar 1:6 (1 cement : 6 coarse sand) | 18.9 | cum | - | - |
| 1.007 | 4.1.6: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 40 mm nominal size derived from natural sources) | 14.14 | cum | - | - |
| 1.008 | OD134325/2025-2026: Providing and laying in position machine batched and machine mixed design mix M- 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.Note: Contractor has to bring the design mix from any approved govt: institutions and there will not be any payment for excess cement. All work up to plinth level | 73.17 | cum | - | - |
| 1.009 | OD134322/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35X20X20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc, complete. | 49 | cum | - | - |
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