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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.9 LAccepted-AOC KAVANNUR GRAMA PANCHAYATH KERALA | L1 | Accepted-AOC L1 | |
| 2 | L2₹2.0 L+₹5,916.11 (3.07%)Rejected-AOC KAVANNUR GRAMA PANCHAYATH KERALA | KANNUR | KERALA | 670002 | L2 | Rejected-AOC L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical KAVANNUR GRAMA PANCHAYATH KERALA | KANNUR | KERALA | 670002 | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | Contractor Balakrishnan V P L1 | vineesh kalarikkal L3 | MUBASHIR ALI K L2 | SUMESH C.K. L4 |
|---|---|---|---|---|---|---|---|
| 1.00Anganwadi related works | |||||||
| 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 | 1.8 | cum | 251.11 ₹452 | 200 ₹360 Lowest | 300 ₹540 | 310 ₹558 |
| 1.00 | OD27836/2026-2027: 60.7.1
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 | 1.8 | cum | 2,787.73 ₹5,017.91 Lowest | 3,005 ₹5,409 | 3,000 ₹5,400 | 3,447 ₹6,204.6 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.97 | cum | 6,447.39 ₹6,286.21 | 6,990 ₹6,815.25 | 5,300 ₹5,167.5 Lowest | 7,974 ₹7,774.65 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 3.9 | sqm | 269.56 ₹1,051.28 | 330 ₹1,287 | 250 ₹975 Lowest | 332 ₹1,294.8 |
| 1.00 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | 7.39 | cum | 5,565.56 ₹41,140.62 Lowest | 6,050 ₹44,721.6 | 6,000 ₹44,352 | 6,883 ₹50,879.14 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 80.08 | sqm | 258.12 ₹20,670.25 | 275 ₹22,022 | 220 ₹17,617.6 Lowest | 318 ₹25,465.44 |
| 1.01 | 13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer | 80.08 | sqm | 56.44 ₹4,519.72 Lowest | 68 ₹5,445.44 | 65 ₹5,205.2 | 69 ₹5,525.52 |
| 1.01 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 80.08 | sqm | 146.08 ₹11,698.09 | 120 ₹9,609.6 Lowest | 160 ₹12,812.8 | 180 ₹14,414.4 |
| 1.01 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | 43.75 | sqm | 279.56 ₹12,230.75 | 287 ₹12,556.25 | 220 ₹9,625 Lowest | 345 ₹15,093.75 |
Tender Value
₹2.5 L
EMD Value
₹6,348
Closing Date
13 Jul 2026, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LSGD SECTION KAVANUR
Kavanur GP 2026-27 Pro no 92 Athanikkal Anganwadi Related Works
2026_LSGD_858603_2
AE/02/ET/KVR/2026-27
Open Tender
Civil Works - Buildings
Item Rate
AE LSGD SECTION KAVANUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹560
Yes
₹6,348
Yes
25 Sept 2026
4 Jul 2026
15 Jul 2026
4 Jul 2026
13 Jul 2026
4 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Anganwadi related works | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | OD27836/2026-2027: 60.7.1
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 | - | - |
| 1.003 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.004 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
| 1.005 | 50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in: CM 1:6 ( 1 cement : 6 coarse sand etc complete | - | cum | - | - |
| 1.006 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 1 | sqm | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 1 | sqm | - | - |
| 1.009 | 13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing | - | sqm | - | - |
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