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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-AOC | ₹1.3 Cr | L1 | Accepted-AOC L1 Agreement Executed |
| 2 | L2₹1.3 Cr+₹2,967.46 (0.02%)Rejected-AOC | ₹1.3 Cr+₹2,967.46 (0.02%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.3 Cr+₹1.9 L (1.49%)Rejected-Finance UMAIRA MANZIL KANNUR PO KASARAGOD | ₹1.3 Cr+₹1.9 L (1.49%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.3 Cr+₹2.7 L (2.08%)Rejected-Finance | ₹1.3 Cr+₹2.7 L (2.08%) | L4 | Rejected-Finance L4 |
| 5 | L5₹1.4 Cr+₹4.6 L (3.51%)Rejected-Finance | ₹1.4 Cr+₹4.6 L (3.51%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | ABDUL SATHAR B A L1 | MANZOOR KUNHAMOO L3 | M.T MUHAMMED MUNAZIR L6 | JOSHY A C L7 | SHAHEEN SULAIMAN L8 | CM ABDULLAKUNHI L5 | T.M CONSTRUCTIONS L4 | NOUSHAD C A L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Building | |||||||||||
| 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 | 329.55 | cum | 210 ₹69,206.34 | 199.95 ₹65,894.32 | 206.73 ₹68,128.7 | 220 ₹72,501.88 | 218 ₹71,842.77 | 203.92 ₹67,202.65 | 201.11 ₹66,276.6 | 197.06 ₹64,941.91 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 | 28.2 | cum | 260 ₹7,330.96 Lowest | 279.19 ₹7,872.04 | 288.66 ₹8,139.06 | 280 ₹7,894.88 | 305 ₹8,599.78 | 284.74 ₹8,028.53 | 280.81 ₹7,917.72 | 275.16 ₹7,758.41 |
| 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 | 55.09 | cum | 80 ₹4,407.12 Lowest | 101.68 ₹5,601.45 | 105.13 ₹5,791.51 | 110 ₹6,059.79 | 111 ₹6,114.88 | 103.7 ₹5,712.73 | 102.27 ₹5,633.95 | 100.21 ₹5,520.47 |
| 1.00 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | 0.24 | cum | 400 ₹96 | 401.92 ₹96.46 | 415.56 ₹99.73 | 415 ₹99.6 | 439 ₹105.36 | 409.91 ₹98.38 | 404.26 ₹97.02 | 396.13 ₹95.07 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) | 47.62 | cum | 6,100 ₹2,90,494.2 | 6,156.8 ₹2,93,199.13 | 6,365.76 ₹3,03,150.22 | 6,300 ₹3,00,018.6 | 6,700 ₹3,19,067.4 | 6,279.19 ₹2,99,027.59 | 6,192.62 ₹2,94,904.95 | 6,067.99 ₹2,88,969.82 Lowest |
| 1.01 | OD120106/2025-2026:Providing and laying in position machine bacthed and machine mixed design mix M-25grade 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 admixture in recommended propotions as per IS 9103 to accelerate,retard setting of concrete,improve workability with out imparing strength and durability as per direction of engineering in charge Cement content considered in this item is @330kg/Cum.Excess or less cement used as per design mix is not payable and less usage of cement is recavarable .Allwork up to plinth level. | 115.5 | cum | 9,100 ₹10,51,059.1 | 8,451.51 ₹9,76,157.86 | 8,738.35 ₹10,09,288.16 | 8,700 ₹10,04,858.7 | 9,200 ₹10,62,609.2 | 8,619.52 ₹9,95,563.18 | 8,500.69 ₹9,81,838.2 | 8,329.61 ₹9,62,078.28 Lowest |
| 1.01 | OD120102/2025-2026: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 propotions 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:Cement content considered in this item is @ 33okg/cum.Excess or less cement used as per design mix is not payable and less usage of cement is recoverable.All work above plinth level up to floor V level. | 166.92 | cum | 10,200 ₹17,02,594.2 | 10,030.51 ₹16,74,302.76 | 10,370.94 ₹17,31,127.68 | 10,300 ₹17,19,286.3 | 10,900 ₹18,19,438.9 | 10,229.9 ₹17,07,585.14 | 10,088.87 ₹16,84,044.27 | 9,885.82 ₹16,50,150.96 Lowest |
| 1.01 | OD120104/2025-2026:Laterate masonry with neatly dressed laterate stone of size 30x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 63.19 | cum | 5,000 ₹3,15,925 | 5,036.71 ₹3,18,244.52 | 5,207.65 ₹3,29,045.37 | 5,500 ₹3,47,517.5 | 6,000 ₹3,79,110 | 5,136.83 ₹3,24,570.6 | 5,066.01 ₹3,20,095.84 | 4,964.06 ₹3,13,654.13 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. | 353.68 | cum | 250 ₹88,420 | 247.17 ₹87,419.09 | 255.56 ₹90,386.46 | 255 ₹90,188.4 | 270 ₹95,493.6 | 252.08 ₹89,155.65 | 248.61 ₹87,928.38 | 243.6 ₹86,156.45 Lowest |
Tender Value
₹1.6 Cr
EMD Value
₹50,000
Closing Date
26 May 2026, 5:00 pmClosed
The Exe.Engineer,PWD Building Division,Kasaragod
Office of the Exe.Engineer,PWD Building Divisn,Ksd
Kasargod Development Package 2025 26 Construction of New Building for THS Cheruvathur in Kasargod District General Civil Work
2026_PWD_851569_1
PWD/BLDG/TR/15171/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
545 days
Kasaragod
Please refer Tender documents.
11 documents required · 11 mandatory
₹6,508
Yes
₹50,000
Yes
14 Jul 2026
18 May 2026
29 May 2026
18 May 2026
26 May 2026
18 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building | |||||
| 1.001 | 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 | 0.6 | cum | - | - |
| 1.002 | 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 | - | cum | - | - |
| 1.003 | 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 | 1 | cum | - | - |
| 1.004 | 2.7.1: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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.Ordinary rock | - | 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 | OD120106/2025-2026:Providing and laying in position machine bacthed and machine mixed design mix M-25grade 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 admixture in recommended propotions as per IS 9103 to accelerate,retard setting of concrete,improve workability with out imparing strength and durability as per direction of engineering in charge Cement content considered in this item is @330kg/Cum.Excess or less cement used as per design mix is not payable and less usage of cement is recavarable .Allwork up to plinth level. | 0.4 | cum | - | - |
| 1.007 | OD120102/2025-2026: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 propotions 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:Cement content considered in this item is @ 33okg/cum.Excess or less cement used as per design mix is not payable and less usage of cement is recoverable.All work above plinth level up to floor V level. | 0.4 | cum | - | - |
| 1.008 | OD120104/2025-2026:Laterate masonry with neatly dressed laterate stone of size 30x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | - | 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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