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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.7 LAccepted-AOC | ₹27.7 L | L1 | Accepted-AOC Lowest bidder |
| 2 | L2₹28.0 L+₹29,233 (1.06%)Rejected-AOC JILLA PANCHAYATHU KOLLAM | PATHANAMTHITTA | KERALA | 689694 | ₹28.0 L+₹29,233 (1.06%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | JAYAKUMAR K L1 | Y ROYMON L2 |
|---|---|---|---|---|---|
| 1.00Building proper | |||||
| 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. | 800 | sqm | 8 ₹6,400 Lowest | 9 ₹7,200 |
| 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 | 87.5 | cum | 241 ₹21,087.5 Lowest | 243 ₹21,262.5 |
| 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 | 37.48 | cum | 336 ₹12,591.94 Lowest | 340 ₹12,741.84 |
| 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) | 19.6 | cum | 7,424 ₹1,45,532.67 Lowest | 7,504 ₹1,47,100.91 |
| 1.00 | OD286319/2025-2026:Random rubble masonry with hard stone in foundation and plinth with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 48.06 | cum | 6,948 ₹3,33,900.04 Lowest | 7,022 ₹3,37,456.25 |
| 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) | 4.54 | cum | 9,817 ₹44,539.73 Lowest | 9,922 ₹45,016.11 |
| 1.01 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 2.28 | cum | 12,582 ₹28,686.96 Lowest | 12,716 ₹28,992.48 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 42.91 | sqm | 713 ₹30,594.83 Lowest | 721 ₹30,938.11 |
| 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 | 476.38 | kilogram | 106 ₹50,496.81 Lowest | 106 ₹50,496.81 Lowest |
Tender Value
₹29.6 L
EMD Value
₹50,000
Closing Date
18 May 2026, 5:00 pmClosed
Executive Engineer
O/o Office of the Executive Engineer,PWD Buildings Division Kollam
MLA SDF 2024 25 Sri K B Ganesh Kumar MLA Pathanapuram LAC Smart class room project for Thalavoor Devi Vilasam Higher Secondary School in Thalavoor GP General Civil Work
2026_PWD_841111_2
PWD/BLDG/TR/18015/2024_5_1_1/1
Open Tender
Civil Works - Buildings
Item Rate
Thalavoor
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
22 Jul 2026
13 May 2026
21 May 2026
13 May 2026
18 May 2026
13 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Building proper | |||||
| 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 | - | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | OD286319/2025-2026:Random rubble masonry with hard stone in foundation and plinth with:Cement mortar 1:6 (1 cement : 6 coarse sand) | - | cum | - | - |
| 1.006 | 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) | 1 | cum | - | - |
| 1.007 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 1 | cum | - | - |
| 1.008 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - |
| 1.009 | 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 | - | - |
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