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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹51.9 LAccepted-AOC | ₹51.9 L | L1 | Accepted-AOC L1 Agreement executed |
| 2 | L2₹58.4 L+₹6.6 L (12.7%)Rejected-AOC | ₹58.4 L+₹6.6 L (12.7%) | L2 | Rejected-AOC L2 |
| 3 | L3₹59.8 L+₹7.9 L (15.3%)Rejected-Finance | ₹59.8 L+₹7.9 L (15.3%) | L3 | Rejected-Finance L3 Rejected |
| Sl No | Description | Qty | Unit | AK THOUSEEF L2 | HUSSANKUNHI M L1 | M A ABBAS VASHID L3 |
|---|---|---|---|---|---|---|
| 1.00APPENDIX - A - CIVIL WORKS | ||||||
| 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 | 33 | cum | 374 ₹12,342 | 331.28 ₹10,932.24 Lowest | 381.95 ₹12,604.35 |
| 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 | 147.47 | cum | 475 ₹70,046.35 | 419.95 ₹61,928.35 Lowest | 484.17 ₹71,398.61 |
| 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 | 21.6 | cum | 170 ₹3,672 | 150.33 ₹3,247.13 Lowest | 173.32 ₹3,743.71 |
| 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) | 22.7 | cum | 5,745 ₹1,30,440.23 | 5,074.7 ₹1,15,221.06 Lowest | 5,850.83 ₹1,32,843.1 |
| 1.00 | OD166313/2025-2026:Providing and laying in position machine batched and machine mixed design mix M25 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:Excess or less cement used as per design mix is not payable or recoveable. All work up to plinth level | 51.61 | cum | 7,887 ₹4,07,063.84 | 6,966.1 ₹3,59,534.35 Lowest | 8,031.5 ₹4,14,521.78 |
| 1.01 | OD281128/2025-2026: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:- Excess or less cement
used as per design mix is not payable or recoverable .All work above plinth level up to floor V
level | 84.44 | cum | 9,361 ₹7,90,414.76 | 8,267.57 ₹6,98,088.81 Lowest | 9,532.02 ₹8,04,855.17 |
| 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 | 4,645.08 | kilogram | 75 ₹3,48,381 | 71.92 ₹3,34,074.15 Lowest | 82.92 ₹3,85,170.03 |
| 1.01 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 11,821.18 | kg | 82 ₹9,69,336.76 | 71.92 ₹8,50,179.27 Lowest | 82.92 ₹9,80,212.25 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 87.36 | sqm | 279 ₹24,373.44 | 247.02 ₹21,579.67 Lowest | 284.8 ₹24,880.13 |
Tender Value
₹76.3 L
EMD Value
₹50,000
Closing Date
18 Mar 2026, 11:00 amClosed
The Exe.Engineer,PWD Building Division,Kasaragod
Office of the Exe.Engineer, PWD Building Dvn,Ksd
Kasargod Development Package-Infrastructure developement to GLPS Vamanjur in Manjeswar GP -Construction of New Building for GLPS Vamanjur-General Civil Work
2026_PWD_846066_1
PWD/BLDG/EST/17033/2025_12_1_1
Open Tender
Civil Works - Buildings
Item Rate
540 days
Kasaragod
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
13 Jul 2026
10 Mar 2026
21 Mar 2026
10 Mar 2026
18 Mar 2026
10 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX - A - CIVIL WORKS | |||||
| 1.001 | 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 | - | - |
| 1.002 | 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 | 0.4 | cum | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | OD166313/2025-2026:Providing and laying in position machine batched and machine mixed design mix M25 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:Excess or less cement used as per design mix is not payable or recoveable. All work up to plinth level | - | cum | - | - |
| 1.006 | OD281128/2025-2026: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:- Excess or less cement
used as per design mix is not payable or recoverable .All work above plinth level up to floor V
level | 0.8 | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | - | kg | - | - |
| 1.009 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - |
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