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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC NO 21794 KERALA | KANNUR | KERALA | 670002 | L1 | Accepted-AOC Agreement Executed by L1 vide no. 47/AE/LSGD/TML/2025-26 DATED 16.03.2026 | |
| 2 | L2₹2.5 L+₹10,047 (4.10%)Rejected-AOC | L2 | Rejected-AOC rejected |
| Sl No | Description | Qty | Unit | P DEVARAJAN L1 | JAYAMON JOSEPH L2 |
|---|---|---|---|---|---|
| 1.00Anganwadi maintenance | |||||
| 1.00 | 15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar | 2 | cum | 566 ₹1,130.87 Lowest | 589.55 ₹1,177.92 |
| 1.00 | OD476829/2025-2026:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for
reuse for any thickness of walls in DR masonry including disposal of debris within a distance of
150m | 15.26 | cum | 587 ₹8,959.38 Lowest | 612.83 ₹9,353.62 |
| 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 | 9.32 | cum | 257 ₹2,396.27 | 208.42 ₹1,943.31 Lowest |
| 1.00 | OD463559/2025-2026: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. | 10.68 | cum | 1,334 ₹14,252.46 Lowest | 1,388.15 ₹14,830.99 |
| 1.00 | OD463560/2025-2026: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 | 16.73 | cum | 3,106 ₹51,972.7 Lowest | 3,230.71 ₹54,059.47 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 5.55 | sqm | 300 ₹1,665 Lowest | 312.4 ₹1,733.82 |
| 1.01 | 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) | 2.05 | cum | 7,751 ₹15,920.55 Lowest | 8,060.82 ₹16,556.92 |
| 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 | 71.89 | kilogram | 86 ₹6,182.54 Lowest | 90.96 ₹6,539.11 |
| 1.01 | 50.6.1.7: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 foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 2 | cum | 5,297 ₹10,583.41 Lowest | 5,508.51 ₹11,006 |
Tender Value
₹3.2 L
EMD Value
₹7,878
Closing Date
3 Mar 2026, 11:00 amClosed
ASSISTANT ENGINEER
OFFICE OF ASSISTANT ENGINEER LID EW SECTION THENMALA GP
Urukunnu Nethaji Anganwadi Maintenance
2026_LSGD_839697_1
05/2025-26/AE/LIDEW/TML
Open Tender
Civil Works - Buildings
Item Rate
180 days
THENMALA
Please refer Tender documents.
7 documents required · 7 mandatory
₹695
Yes
₹7,878
Yes
18 Jun 2026
24 Feb 2026
4 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
24 Feb 2026 - 3 Mar 2026
Anganwadi maintenance
15.7.1:Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In mud mortar
OD476829/2025-2026:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m
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
OD463559/2025-2026: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.
OD463560/2025-2026: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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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)
5.22.6: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
50.6.1.7: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 foundation and plinth with thickness 15 cm in : CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD464652/2025-2026:Providing and fixing precoated galvanized iron profile sheets (size, shape, and pitch of corrugation as approved by Engineer-in-charge) 0.35 mm (+0.05%), totally coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mph steel grade, 5-7 microns epoxy primer on both sides. of the sheet and polyester top coat 15-18 microns. The sheet should have a protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in a single length up to 12 meters or as desired by Engineer-in-charge. The sheet shall be fixed using selfdrilling/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. Details of cost for 216.14 sqm (External dimension of plinth.) Area of roof-20.2x10.70m=216.14sq cm Sheets used= 20 Nos x 10.70m x1.06m = 226.48sqm add 3% wastage =6.81 Total = 233.65sq m
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
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
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)
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