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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.6 L+₹8,510.30 (3.41%)Rejected-Finance NOT AVAILABLE | L2 | Rejected-Finance HIGHER BIDDER | |
| 3 | L3₹2.6 L+₹9,079 (3.64%)Rejected-Finance KUNNEL HOUSE SOUTH PARAVOOR LSGD AMBALLOOR PANCHAYATH | IDUKKI | KERALA | 685501 | L3 | Rejected-Finance HIGHER BIDDER | |
| 4 | L4₹2.6 L+₹12,321.01 (4.94%)Rejected-Finance CHERUKARAYIL AMBALLOOR GRAMA PANCHAYATH AMBALLOOR | ERNAKULAM | KERALA | 680667 | L4 | Rejected-Finance HIGHER BIDDER |
| Sl No | Description | Qty | Unit | Manoj K S L3 | MANOJKUMAR M R L2 | SHAJI K P L1 | AMAL CR L4 |
|---|---|---|---|---|---|---|---|
| 1.00Thottoor PHC Infrastructure development | |||||||
| 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 | 23.4 | cum | 328.06 ₹7,676.6 | 327.34 ₹7,659.76 | 316.55 ₹7,407.27 Lowest | 320 ₹7,488 |
| 1.00 | OD472838/2025-2026:DRY RUBBLE MASONRY (60.7.1)-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 | 60.52 | cum | 3,642.04 ₹2,20,434.47 | 3,634.04 ₹2,19,950.27 | 3,514.24 ₹2,12,699.38 Lowest | 3,700 ₹2,23,942.5 |
| 1.00 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.5 | cum | 9,087.1 ₹13,630.65 | 9,067.17 ₹13,600.76 | 8,768.26 ₹13,152.39 Lowest | 9,000 ₹13,500 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 6 | sqm | 695.75 ₹4,174.5 | 694.22 ₹4,165.32 | 671.33 ₹4,027.98 Lowest | 750 ₹4,500 |
| 1.00 | 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 | 75 | kilogram | 102.54 ₹7,690.5 | 102.31 ₹7,673.25 | 98.94 ₹7,420.5 Lowest | 100 ₹7,500 |
| 1.01 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | 12.6 | cum | 406.49 ₹5,121.77 | 405.59 ₹5,110.43 | 392.22 ₹4,941.97 Lowest | 400 ₹5,040 |
Tender Value
₹2.8 L
EMD Value
₹7,092
Closing Date
20 Feb 2026, 4:10 pmClosed
ASSISTANT ENGINEER EDAKKATTUVAYAL
ASSISTANT ENGINEER EDAKKATTUVAYAL
Thottoor PHC Infrastructure development EDKL GP ward 8
2026_LSGD_836015_1
285/25-26/AE/LSGD/EDKL
Open Tender
Civil Works - Buildings
Item Rate
EDAKKATTUVAYAL GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹630
₹7,092
Yes
27 Mar 2026
13 Feb 2026
21 Feb 2026
13 Feb 2026
20 Feb 2026
13 Feb 2026
13 Feb 2026 - 20 Feb 2026
Thottoor PHC Infrastructure development
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
OD472838/2025-2026:DRY RUBBLE MASONRY (60.7.1)-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
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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.
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