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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAccepted-AOC | ₹1.1 Cr | L1 | Accepted-AOC L1 Agreement Executed |
| 2 | L2₹1.2 Cr+₹5.2 L (4.60%)Rejected-AOC | ₹1.2 Cr+₹5.2 L (4.60%) | L2 | Rejected-AOC L2 |
| 3 | L3₹1.2 Cr+₹5.4 L (4.80%)Rejected-Finance | ₹1.2 Cr+₹5.4 L (4.80%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.2 Cr+₹10.0 L (8.85%)Rejected-Finance | ₹1.2 Cr+₹10.0 L (8.85%) | L4 | Rejected-Finance L4 |
| 5 | L5₹1.3 Cr+₹12.5 L (11.1%)Rejected-Finance | ₹1.3 Cr+₹12.5 L (11.1%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | HUSSANKUNHI M L1 | BERKA ABDUL RAHIMAN L5 | MOHAMMED IRFAN K H L2 | AMEER CA L3 | T.M CONSTRUCTIONS L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00CIVIL WORK | ||||||||
| 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 | 269.83 | cum | 248.73 ₹67,114.82 Lowest | 276.24 ₹74,537.84 | 260.17 ₹70,201.67 | 260.52 ₹70,296.11 | 270.73 ₹73,051.08 |
| 1.00 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 23.23 | cum | 162.49 ₹3,774.97 | 180.46 ₹4,192.45 | 169.96 ₹3,948.51 | 157.35 ₹3,655.56 Lowest | 176.86 ₹4,108.81 |
| 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) | 46.67 | cum | 5,485.15 ₹2,56,019.38 Lowest | 6,091.88 ₹2,84,338.5 | 5,737.39 ₹2,67,792.68 | 6,563.5 ₹3,06,351.36 | 5,970.23 ₹2,78,660.49 |
| 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. | 232.85 | cum | 220.21 ₹51,275.68 Lowest | 244.56 ₹56,945.55 | 230.33 ₹53,632.11 | 289.38 ₹67,381.84 | 239.68 ₹55,809.25 |
| 1.00 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | 492 | cum | 308.19 ₹1,51,629.48 Lowest | 342.27 ₹1,68,396.84 | 322.36 ₹1,58,601.12 | 569.14 ₹2,80,016.88 | 335.44 ₹1,65,036.48 |
| 1.01 | OD214904/2025-2026:Providing and laying ready mixed M-25 grade concrete for reinforced cement concrete work, using cement work content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerated /retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer-in-charge. All work up to plinth level | 90.99 | cum | 7,962.25 ₹7,24,501.05 Lowest | 8,842.97 ₹8,04,639.53 | 8,328.4 ₹7,57,817.77 | 8,221.21 ₹7,48,064.34 | 8,666.39 ₹7,88,572.16 |
| 1.01 | OD214905/2025-2026: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.Cement content considered in this item is 330Kg/ cum. Excess/less
cement used as per design mix is not payable/recoverable seperately. - All work above plinth level upto floor V level | 128.59 | cum | 8,936.27 ₹11,49,079.21 Lowest | 9,924.73 ₹12,76,181.33 | 9,347.22 ₹12,01,921.63 | 9,022.81 ₹11,60,207.05 | 9,726.55 ₹12,50,698.16 |
| 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) | 12.6 | cum | 5,783.63 ₹72,873.74 Lowest | 6,423.37 ₹80,934.46 | 6,049.6 ₹76,224.96 | 6,581.14 ₹82,922.36 | 6,295.11 ₹79,318.39 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 32,096.94 | kilogram | 77.73 ₹24,94,895.15 Lowest | 86.33 ₹27,70,928.83 | 81.31 ₹26,09,802.19 | 84.45 ₹27,10,586.58 | 84.61 ₹27,15,722.09 |
Tender Value
₹1.5 Cr
EMD Value
₹50,000
Closing Date
1 Jun 2026, 5:00 pmClosed
The Exe.Engineer,PWD Building Division,Kasaragod
Office of the Exe Engineer, PWD Building Div KSD
Kasargod Development Package 2025 26 Infrastructure development for GLPS Cheripady in Bedaduka GP General Civil Work
2026_PWD_852698_1
WD/BLDG/TR/21420/2025_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
365 days
Kasaragod
Please refer Tender documents.
11 documents required · 11 mandatory
₹6,508
Yes
₹50,000
Yes
14 Jul 2026
23 May 2026
4 Jun 2026
23 May 2026
1 Jun 2026
23 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1CIVIL WORK | |||||
| 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 | 2.26.2:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.Ordinary or hard rock | 1 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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. | 0.6 | cum | - | - |
| 1.005 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | - | cum | - | - |
| 1.006 | OD214904/2025-2026:Providing and laying ready mixed M-25 grade concrete for reinforced cement concrete work, using cement work content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of admixtures in recommended proportions as per IS: 9103 to accelerated /retard setting of concrete,improve workability without impairing strength and durability as per direction of the Engineer-in-charge. All work up to plinth level | 0.8 | cum | - | - |
| 1.007 | OD214905/2025-2026: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.Cement content considered in this item is 330Kg/ cum. Excess/less
cement used as per design mix is not payable/recoverable seperately. - All work above plinth level upto floor V level | 0.4 | cum | - | - |
| 1.008 | 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) | 1 | cum | - | - |
| 1.009 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 1 | kilogram | - | - |
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