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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.4 LAccepted-AOC KAVANNUR GRAMA PANCHAYATH KERALA | L1 | Accepted-AOC L1 | |
| 2 | L2₹6.4 L+₹475.27 (0.07%)Rejected-AOC ARISHAD HOUSE AHMED NAGAR PANTAS KUTTER MALAPPURAM KERALA | MALAPPURAM | MALAPPURAM | KERALA | 676305 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Contractor Balakrishnan V P L1 | muhammed L2 |
|---|---|---|---|---|---|
| 1.00Maintenance work | |||||
| 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 | 7.5 | cum | 236.63 ₹1,774.73 Lowest | 300 ₹2,250 |
| 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 | 5.36 | cum | 330.41 ₹1,772.32 Lowest | 330.41 ₹1,772.32 Lowest |
| 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) | 0.94 | cum | 7,286.51 ₹6,834.75 Lowest | 7,286.51 ₹6,834.75 Lowest |
| 1.00 | OD362362/2025-2026: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(OD from 60.7.1) | 20.27 | cum | 3,668.07 ₹74,355.45 Lowest | 3,668.07 ₹74,355.45 Lowest |
| 1.00 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.31 | cum | 11,731.49 ₹3,671.96 Lowest | 11,731.49 ₹3,671.96 Lowest |
| 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 | 25.04 | kilogram | 103.26 ₹2,585.63 Lowest | 103.26 ₹2,585.63 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 2.12 | sqm | 700.72 ₹1,487.63 Lowest | 700.72 ₹1,487.63 Lowest |
| 1.01 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 7.35 | cum | 8,299.77 ₹61,003.31 Lowest | 8,299.77 ₹61,003.31 Lowest |
| 1.01 | OD343437/2025-2026:Demolishing solid block/laterite 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 cement mortar | 7.92 | cum | 1,956.3 ₹15,493.9 Lowest | 1,956.3 ₹15,493.9 Lowest |
Tender Value
₹6.4 L
EMD Value
₹15,881
Closing Date
5 Mar 2026, 5:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LSGD SECTION KAVANUR
Annual Plan 2025 26 Panchayat Office Renovation and Related Works. Proj No 176
2026_LSGD_840977_3
11/ET/AE/KVR/25-26
Open Tender
Civil Works - Buildings
Item Rate
AE LSGD SECTION KAVANUR
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,405
Yes
₹15,881
Yes
25 Apr 2026
26 Feb 2026
7 Mar 2026
26 Feb 2026
5 Mar 2026
26 Feb 2026
Maintenance work
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
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
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)
OD362362/2025-2026: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(OD from 60.7.1)
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 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
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
OD343437/2025-2026:Demolishing solid block/laterite 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 cement mortar
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
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)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
OD343479/2025-2026:Laterate masonry (Using Departmental Laterate) with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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
OD343529/2025-2026: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.
OD343537/2025-2026:White cement washing two coat to new plastered area of walls including all coast conveyance and all labor charges etc complete
11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete
17.7.3:Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
13.91:Removing dry or oil bound distemper, water proofing cement paint and the like by scrapping, sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
13.60.1:Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
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
OD346174/2025-2026:Supplying and fixing at site Aluminium Composite Panels (ACP) of approved make and colour certified for exterior applications, 3mm thickness with 28 to 30mm microns PVDF coating confirming to ASTM standard with top aluminium skin of 0.25mm and with a bottom aluminium skin of 0.25mm with service coating of polyester paint, laminated to a centre core of 2.5mm single recycled low density polyethylene material. The panels shall be cut to sizes of required grid dimensions(minimum grid size 450*450 mm) with the site condition. The panel shall be fixed on pre-fabricated frame work using 38mm*25mm*1mm thick Aluminium extruded sections of approved make joined with standard cleats and fasteners. The gaps formed between the panels shall be sealed with silicone sealant, Hinges for openings shall provide separately if needed. The rate inclusive of cost and conveyance of all materials labour for erection, hire charges of scaffolding etc. complete.
OD365945/2025-2026:Lettering in stainless steel for name Board work including labour, material and fitting charges etc. complete (Area to be measured including standard spacing between letters)
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