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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 CrAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹2.2 Cr+₹7.6 L (3.61%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹2.2 Cr+₹10.5 L (4.98%)Rejected-Finance SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | L3 | Rejected-Finance L3 | |
| 4 | L4₹2.3 Cr+₹21.1 L (10.0%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹2.4 Cr+₹27.9 L (13.3%)Rejected-Finance | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | mvkunhikoran L6 | C.NARAYANAN L2 | V V Manojan L3 | BABU M JOSEPH L5 | SHAFEEQ C.A L4 | T.M CONSTRUCTIONS L1 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00EARTH WORK | |||||||||
| 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 | 464.07 | cum | 554.21 ₹2,57,192.79 | 493 ₹2,28,787 | 499 ₹2,31,571.43 | 539 ₹2,50,134.27 | 521.29 ₹2,41,915.57 | 475.47 ₹2,20,651.84 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 | 124.1 | cum | 110.6 ₹13,725.9 | 98 ₹12,162.19 | 99 ₹12,286.3 | 107 ₹13,279.13 | 104.04 ₹12,911.78 | 94.89 ₹11,776.23 Lowest |
| 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. | 424.59 | cum | 268.86 ₹1,14,154.73 | 239 ₹1,01,476.53 | 242 ₹1,02,750.3 | 261 ₹1,10,817.47 | 252.89 ₹1,07,374.06 | 230.66 ₹97,935.47 Lowest |
| 2.00CONCRETE WORK | |||||||||
| 2.00 | 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) | 57.96 | cum | 6,697.11 ₹3,88,171.19 | 5,959 ₹3,45,389.6 | 6,032 ₹3,49,620.75 | 6,518 ₹3,77,789.8 | 6,299.34 ₹3,65,116.05 | 5,745.6 ₹3,33,020.72 Lowest |
| 2.00 | OD179248/2026-2027:Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7
kg per square meter on damp proof course after cleaning the surface with brushes and finally
with a piece of cloth lightly soaked in kerosene oil. | 288.76 | sqm | 104.22 ₹30,094.46 | 93 ₹26,854.59 | 93 ₹26,854.59 | 101 ₹29,164.66 | 98.03 ₹28,307.04 | 89.41 ₹25,817.94 Lowest |
| 2.00 | 16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 1,980.8 | sqm | 1,006.81 ₹19,94,289.25 | 896 ₹17,74,796.8 | 906 ₹17,94,604.8 | 979 ₹19,39,203.2 | 947.01 ₹18,75,837.41 | 863.77 ₹17,10,955.62 Lowest |
| 3.00REINFORCED CEMENT CONCRETE WORK | |||||||||
| 3.00 | 5.33.1.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 114.82 | cum | 9,193.2 ₹10,55,572.42 | 8,180 ₹9,39,235.78 | 8,280 ₹9,50,717.88 | 8,948 ₹10,27,418.31 | 8,647.18 ₹9,92,877.85 | 7,887.06 ₹9,05,600.12 Lowest |
Tender Value
₹2.7 Cr
EMD Value
₹1 L
Closing Date
19 Sept 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
Office of the Executive Engineer LID AND EW DIVISION, KASARAGOD P.O. VIDYANAGAR
Infrastructure Development for GHSS Chayoth
2026_LSGD_868931_1
63/2026-27
Open Tender
Civil Works - Buildings
Item Wise
730 days
KINANOOR
Please refer Tender documents.
7 documents required · 7 mandatory
₹9,759
Yes
₹1 L
Yes
7 Oct 2026
11 Sept 2026
22 Sept 2026
11 Sept 2026
19 Sept 2026
11 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1EARTH WORK | |||||
| 1.001 | 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 | 464.07 | cum | - | - |
| 1.002 | 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 | 124.1 | cum | - | - |
| 1.003 | 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. | 424.59 | cum | - | - |
| 2CONCRETE WORK | |||||
| 2.001 | 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) | 57.96 | cum | - | - |
| 2.002 | OD179248/2026-2027:Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7
kg per square meter on damp proof course after cleaning the surface with brushes and finally
with a piece of cloth lightly soaked in kerosene oil. | 288.76 | sqm | - | - |
| 2.003 | 16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | 1,980.8 | sqm | - | - |
| 3REINFORCED CEMENT CONCRETE WORK | |||||
| 3.001 | 5.33.1.1:Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement
All work upto plinth levelConcrete of M25 grade with minimum cement content of 330 kg /cum | 114.82 | cum | - | - |
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