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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | L1 | Accepted-AOC Agreement executed by the contractor | |
| 2 | L2₹3.4 L+₹636 (0.19%)Rejected-AOC | L2 | Rejected-AOC Higher rate , Hence rejected |
| Sl No | Description | Qty | Unit | SHAMSUDHEEN C L1 | pallikkathodika L2 |
|---|---|---|---|---|---|
| 1.00Renovation works | |||||
| 1.00 | OD384106/2025-2026:Demolishing stone rubble masonry manually / by mechanical means including stacking of
serviceable material and disposal of unserviceable material within 50 metres lead as per
direction of Engineer -in- Charges: In Lime Mortar | 3.18 | cum | 1,099.77 ₹3,497.27 Lowest | 1,299.77 ₹4,133.27 |
| 1.00 | OD384429/2025-2026:Demolishing Laterite work manually/ by mechanical means including stacking of serviceable material and disposal of Un serviceable material within 50meter leads as per direction of Engineer in charge. in cement mortar. | 1.75 | cum | 808.54 ₹1,416.56 Lowest | 808.54 ₹1,416.56 Lowest |
| 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 | 3.07 | cum | 236.63 ₹725.51 Lowest | 236.63 ₹725.51 Lowest |
| 1.00 | OD384107/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete
levelling course using departmental rubble including packing to compactness to lines and levels,
labour charges etc. complete as per direction of Departmental officers at site | 2.54 | cum | 157.6 ₹400.93 Lowest | 157.6 ₹400.93 Lowest |
| 1.00 | OD384105/2025-2026:[OD from DAR 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 | 2.61 | cum | 3,668.07 ₹9,584.67 Lowest | 3,668.07 ₹9,584.67 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 3.04 | sqm | 354.69 ₹1,080.03 Lowest | 354.69 ₹1,080.03 Lowest |
| 1.01 | 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) | 0.65 | cum | 8,483.41 ₹5,471.8 Lowest | 8,483.41 ₹5,471.8 Lowest |
| 1.01 | 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 | 4.9 | cum | 7,323.11 ₹35,868.59 Lowest | 7,323.11 ₹35,868.59 Lowest |
| 1.01 | 10.25.2:Item Shifted to Sub head 14 as item 14.73
Item Shifted to head 14 as item 14.74
Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 86.6 | kg | 163.89 ₹14,192.87 Lowest | 163.89 ₹14,192.87 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,461
Closing Date
2 Mar 2026, 6:00 pmClosed
GREESHMA G R
OFFICE OF ASSISTANT ENGINEER LID EW SECTION KARULAI GP
Annual Plan CHERUPULLI ANGANAWADI NAVEEKARANAM KARULAI GP 2025 26 WARD 12 PROJECT NO 126 26
2026_LSGD_838410_17
05/2026/AE/LID EW/KLI
Open Tender
Civil Works - Buildings
Item Rate
180 days
KARULAI GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
Yes
₹8,461
Yes
26 Mar 2026
21 Feb 2026
4 Mar 2026
21 Feb 2026
2 Mar 2026
21 Feb 2026
Renovation works
OD384106/2025-2026:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges: In Lime Mortar
OD384429/2025-2026:Demolishing Laterite work manually/ by mechanical means including stacking of serviceable material and disposal of Un serviceable material within 50meter leads as per direction of Engineer in charge. in cement mortar.
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
OD384107/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
OD384105/2025-2026:[OD from DAR 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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
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
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
2.28.1:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.All kinds of soil
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.
50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete
OD397543/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 meter or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete up to any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
OD436770/2025-2026:Providing and fixing 150 mm semi circular PVC 4kgf/cm2 rain water gutter pipe with iron brackets with 25x5 mm size flat, screws and washers etc., including making necessary connections with rain water pipes etc. complete.
50.18.9.8.2:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching and refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 4 Kgf/cm2
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
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
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