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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | ₹8.5 L | L1 | Accepted-AOC Accepted Vide Resolution No.8(1) Dated.19.05.2026 |
| 2 | L2₹8.5 L+₹5,917.82 (0.70%)Rejected-Finance | ₹8.5 L+₹5,917.82 (0.70%) | L2 | Rejected-Finance Second Bidder. Kept in Abeyance till the execution of Agreement by the First Bidder |
| Sl No | Description | Qty | Unit | A N JAYAPRASAD L2 | MURALIDHARAN K L1 |
|---|---|---|---|---|---|
| 1.00BUILDING | |||||
| 1.00 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 419.45 | sqm | 81 ₹33,975.45 | 80 ₹33,556 Lowest |
| 1.00 | 13.48A.1:Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | 419.45 | sqm | 194 ₹81,373.3 | 193.6 ₹81,205.52 Lowest |
| 1.00 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 10.64 | sqm | 165 ₹1,756.26 | 164.8 ₹1,754.13 Lowest |
| 1.00 | 11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. | 16.9 | sqm | 1,780 ₹30,082 | 1,776.4 ₹30,021.16 Lowest |
| 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 | 41.05 | cum | 360 ₹14,779.8 | 359.7 ₹14,767.48 Lowest |
| 1.01 | 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 | 15.83 | cum | 132 ₹2,090.09 | 131 ₹2,074.25 Lowest |
| 1.01 | OD483565/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | 18.75 | cum | 3,994 ₹74,887.5 | 3,993.4 ₹74,876.25 Lowest |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 4.96 | cum | 8,345 ₹41,407.89 | 8,343.4 ₹41,399.95 Lowest |
| 1.01 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 3.26 | cum | 10,490 ₹34,218.38 | 10,488.7 ₹34,214.14 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,180
Closing Date
12 Mar 2026, 5:00 pmClosed
Muhsin Munavar-PK
The Assistant Engineer LIDEW Section Kongad Grama Panchayath
Completion of Comfort Station at Kongad Bus Stand-Ward No-14-Pro-No-308-26
2026_LSGD_843563_1
ET-09-05/AE/LIDEW/KGP/2025-26
Open Tender
Civil Works - Buildings
Item Rate
360 days
Kongad Grama Panchayath
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,180
Yes
25 Aug 2026
4 Mar 2026
16 Mar 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1BUILDING | |||||
| 1.001 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 1 | sqm | - | - |
| 1.002 | 13.48A.1:Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm. | 1 | sqm | - | - |
| 1.003 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | - | sqm | - | - |
| 1.004 | 11.41.2:Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. | 1 | sqm | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | 1 | cum | - | - |
| 1.007 | OD483565/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | - | cum | - | - |
| 1.008 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - |
| 1.009 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
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