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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.1 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹31.0 L+₹2.9 L (10.3%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹32.1 L+₹4.0 L (14.2%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹33.2 L+₹5.1 L (18.1%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹34.7 L+₹6.6 L (23.6%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | THOTTATHIL NETWORK PRIVATE LIMITED L3 | ANJUM DEVELOPERS PRIVATE LIMITED L4 | C.K SUBAIR L5 | Abdul Rahiman L1 | MOHAMMED ANEES P M L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Appendix -A -MAIN GATE FOR GOVT:MEDICAL COLLEGE KASARGOD . . | ||||||||
| 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 | 96.33 | cum | 396.56 ₹38,199.83 | 410.25 ₹39,518.56 | 429.4 ₹41,363.24 | 347.36 ₹33,460.49 Lowest | 383.75 ₹36,965.87 |
| 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) | 6.2 | cum | 6,074.73 ₹37,663.33 | 6,284.42 ₹38,963.4 | 6,577.7 ₹40,781.74 | 5,320.97 ₹32,990.01 Lowest | 5,880.05 ₹36,456.31 |
| 1.00 | OD277875/2025-2026:Laterite masonry with neatly dressed laterite stone of size 30x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of material,labour charges etc. | 0.9 | cum | 4,969.55 ₹4,472.6 | 5,141.1 ₹4,626.99 | 5,381.04 ₹4,842.94 | 4,352.94 ₹3,917.65 Lowest | 4,810.75 ₹4,329.68 |
| 1.00 | OD112065/2025-2026:Laterate masonry with neatly dressed laterate stone of size 30x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 27.58 | cum | 5,645.27 ₹1,55,690.9 | 5,840.15 ₹1,61,065.5 | 6,112.7 ₹1,68,582.15 | 4,944.81 ₹1,36,372.91 Lowest | 5,464.78 ₹1,50,713.17 |
| 1.00 | OD159/2026-2027:Providing and laying in position machine batched and machine mixed design mix M-30 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:- Cement content
considered in this item is @ 350 kg/ cum. Excess or less cement used as per design mix is not
payable or recoverable separately.
All work above plinth level upto floor VI level | 22.16 | cum | 10,339.33 ₹2,29,171.25 | 10,696.25 ₹2,37,082.38 | 11,195.37 ₹2,48,145.38 | 9,056.44 ₹2,00,735.99 Lowest | 10,008.38 ₹2,21,835.74 |
| 1.01 | OD160/2026-2027:Providing and laying in position machine batched and machine mixed design mix M-30 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. . Excess or less cement used as per design mix is not payable or recoverable separately. All work upto plinth level | 35.35 | cum | 8,406.8 ₹2,97,205.6 | 8,697.01 ₹3,07,465.39 | 9,102.89 ₹3,21,814.47 | 7,363.69 ₹2,60,328.53 Lowest | 8,137.67 ₹2,87,691.05 |
| 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 | 4,419.12 | kilogram | 86.09 ₹3,80,442.47 | 89.06 ₹3,93,567.27 | 93.22 ₹4,11,950.83 | 75.41 ₹3,33,246.22 Lowest | 82.75 ₹3,65,682.59 |
| 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 | 2,659.8 | kg | 86.09 ₹2,28,982.18 | 89.06 ₹2,36,881.79 | 93.22 ₹2,47,946.56 | 75.41 ₹2,00,575.52 Lowest | 82.74 ₹2,20,071.85 |
| 1.01 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 700 | kg | 143.23 ₹1,00,261 | 148.18 ₹1,03,726 | 155.09 ₹1,08,563 | 125.46 ₹87,822 Lowest | 137.9 ₹96,530 |
Tender Value
₹39.4 L
EMD Value
₹50,000
Closing Date
23 Sept 2026, 5:00 pmClosed
The Exe.Engineer,PWD Building Division,Kasaragod
Office of the Exe.Engineer,PWD Building Division,Kasaragod
DEPOSIT New medical college at Kasargod Construction of Compound wall PHASE I New medical college at Kasargod -Construction of Compound wall PHASE I General Civil Work
2026_PWD_870178_1
PWD/BLDG/TR/14171/2025_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
180 days
Kasaragod
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹50,000
Yes
26 Sept 2026
15 Sept 2026
26 Sept 2026
15 Sept 2026
23 Sept 2026
15 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix -A -MAIN GATE FOR GOVT:MEDICAL COLLEGE KASARGOD . . | |||||
| 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 | 96.33 | cum | - | - |
| 1.002 | 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) | 6.2 | cum | - | - |
| 1.003 | OD277875/2025-2026:Laterite masonry with neatly dressed laterite stone of size 30x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of material,labour charges etc. | 0.9 | cum | - | - |
| 1.004 | OD112065/2025-2026:Laterate masonry with neatly dressed laterate stone of size 30x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 27.58 | cum | - | - |
| 1.005 | OD159/2026-2027:Providing and laying in position machine batched and machine mixed design mix M-30 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:- Cement content
considered in this item is @ 350 kg/ cum. Excess or less cement used as per design mix is not
payable or recoverable separately.
All work above plinth level upto floor VI level | 22.17 | cum | - | - |
| 1.006 | OD160/2026-2027:Providing and laying in position machine batched and machine mixed design mix M-30 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. . Excess or less cement used as per design mix is not payable or recoverable separately. All work upto plinth level | 35.35 | 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 | 4,419.13 | 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 | 2,659.8 | kg | - | - |
| 1.009 | 50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete | 700 | kg | - | - |
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