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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹73.0 LAccepted-AOC | ₹73.0 L | L1 | Accepted-AOC L1 Agreement executed |
| 2 | L2₹74.9 L+₹1.9 L (2.55%)Rejected-AOC | ₹74.9 L+₹1.9 L (2.55%) | L2 | Rejected-AOC L2- Rejected |
| 3 | L3₹74.9 L+₹1.9 L (2.66%)Rejected-Finance | ₹74.9 L+₹1.9 L (2.66%) | L3 | Rejected-Finance Rejected |
| 4 | L4₹78.9 L+₹5.9 L (8.13%)Rejected-Finance UMAIRA MANZIL KANNUR PO KASARAGOD | ₹78.9 L+₹5.9 L (8.13%) | L4 | Rejected-Finance Rejected |
| 5 | L5₹84.2 L+₹11.2 L (15.3%)Rejected-Finance | ₹84.2 L+₹11.2 L (15.3%) | L5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | MANZOOR KUNHAMOO L4 | ADUKAM ABDUL RAHIMAN L6 | UK MOHAMMED L5 | ABDUL HAKKIM L2 | C H MOIDEEN KUNHI L3 | MOHAMMED IRFAN K H L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A- | |||||||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 200 | sqm | 7.06 ₹1,412 | 7.74 ₹1,548 | 7.54 ₹1,508 | 6.7 ₹1,340 | 6.71 ₹1,342 | 6.53 ₹1,306 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 | 240.89 | cum | 196.31 ₹47,288.72 | 215.22 ₹51,843.92 | 209 ₹50,345.59 | 186.18 ₹44,848.53 | 186.37 ₹44,894.3 | 181.55 ₹43,733.22 Lowest |
| 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 | 39.56 | cum | 99.83 ₹3,949.67 | 109.45 ₹4,330.28 | 106 ₹4,193.78 | 94.68 ₹3,745.92 | 94.78 ₹3,749.88 | 92.33 ₹3,652.94 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) | 29.3 | cum | 6,044.86 ₹1,77,108.35 | 6,626.96 ₹1,94,163.3 | 6,450 ₹1,88,978.55 | 5,732.92 ₹1,67,968.82 | 5,738.89 ₹1,68,143.74 | 5,590.38 ₹1,63,792.54 Lowest |
| 1.00 | OD266619/2025-2026: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 | 75.1 | cum | 8,297.85 ₹6,23,168.54 | 9,096.9 ₹6,83,177.19 | 8,850 ₹6,64,635 | 7,869.64 ₹5,91,009.96 | 7,877.84 ₹5,91,625.78 | 7,673.98 ₹5,76,315.9 Lowest |
| 1.01 | OD266626/2025-2026: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 | 101.61 | cum | 9,848.13 ₹10,00,629.1 | 10,796.47 ₹10,96,986.13 | 10,526 ₹10,69,504.76 | 9,339.92 ₹9,48,991.91 | 9,349.65 ₹9,49,980.54 | 9,107.7 ₹9,25,396.97 Lowest |
| 1.01 | 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 | 31.48 | cum | 555.79 ₹17,495.71 | 609.31 ₹19,180.47 | 594 ₹18,698.53 | 527.11 ₹16,592.9 | 527.66 ₹16,610.21 | 514 ₹16,180.21 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. | 104.36 | cum | 242.68 ₹25,325.11 | 266.04 ₹27,762.87 | 259 ₹27,028.2 | 230.15 ₹24,017.53 | 230.39 ₹24,042.58 | 224.43 ₹23,420.62 Lowest |
| 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 | 138.6 | sqm | 294.25 ₹40,783.05 | 322.58 ₹44,709.59 | 314 ₹43,520.4 | 279.06 ₹38,677.72 | 279.35 ₹38,717.91 | 272.13 ₹37,717.22 Lowest |
Tender Value
₹97.5 L
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 Dvn,Ksd
Kasargod Development Package-Infrastructure Development to GLPS Koipady Kadapuram in Kumbala GP - Construction of new building -GLPS Koipady-General Civil Work
2026_PWD_852377_1
PWD/BLDG/EST/17586/2025_5_1_1
Open Tender
Civil Works - Buildings
Item Rate
Kasaragod
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
1 Sept 2026
22 May 2026
4 Jun 2026
22 May 2026
1 Jun 2026
22 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A- | |||||
| 1.001 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | - | sqm | - | - |
| 1.002 | 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 | 0.2 | 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 | - | 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 | OD266619/2025-2026: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 | 1 | cum | - | - |
| 1.006 | OD266626/2025-2026: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 | 0.4 | cum | - | - |
| 1.007 | 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 | 1 | cum | - | - |
| 1.008 | 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. | 0.4 | cum | - | - |
| 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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