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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.6 LAccepted-AOC | ₹3.6 L | 1 | Accepted-AOC LOW RATE |
| 2 | 2₹3.8 L+₹21,612.25 (6.02%)Rejected-Finance | ₹3.8 L+₹21,612.25 (6.02%) | 2 | Rejected-Finance LOW RATE |
| 3 | 3₹4.2 L+₹59,311.01 (16.5%)Rejected-Finance | ₹4.2 L+₹59,311.01 (16.5%) | 3 | Rejected-Finance HIGH RATE |
| Sl No | Description | Qty | Unit | THALIYAN RAJAN L3 | Ajith E P L2 | RAJEEV E N L1 |
|---|---|---|---|---|---|---|
| 1.00GROUND FLOOR MAINTENANCE AND FIRST FLOOR COMPLETION | ||||||
| 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 | 1.44 | cum | 330 ₹475.2 | 302.19 ₹435.15 | 285.04 ₹410.46 Lowest |
| 1.00 | 15.13.1:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below | 4 | each | 135 ₹540 | 124.59 ₹498.36 | 117.52 ₹470.08 Lowest |
| 1.00 | OD419496/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1) | 1.06 | cum | 6,480 ₹6,868.8 | 5,847.06 ₹6,197.88 | 5,515.12 ₹5,846.03 Lowest |
| 1.00 | OD419477/2025-2026:Laterite neatly dressed stones of size 35x20x20 cm or nearezt size in cement mortar 1:6 for superstructure above plinth level up to floor two level including cost of materials labour charges etc. complete. (Modified 50.6.7.2) | 1.51 | cum | 7,300 ₹11,037.6 | 6,588.38 ₹9,961.63 | 6,214.35 ₹9,396.1 Lowest |
| 1.00 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.14 | cum | 9,700 ₹1,396.8 | 8,811.54 ₹1,268.86 | 8,311.3 ₹1,196.83 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 | 8.64 | kilogram | 100 ₹864 | 94.44 ₹815.96 | 89.09 ₹769.74 Lowest |
| 1.01 | 10.5.2:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6 mm for diagonal braces and central cross piece | 3.7 | sqm | 5,380 ₹19,916.76 | 4,861.98 ₹17,999.05 | 4,585.96 ₹16,977.22 Lowest |
| 1.01 | 9.48.2:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc | 297 | kg | 230 ₹68,310 | 208.24 ₹61,847.28 | 196.42 ₹58,336.74 Lowest |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 178.84 | sqm | 335 ₹59,911.4 | 310.63 ₹55,553.07 | 293 ₹52,400.12 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,579
Closing Date
24 Jan 2026, 5:00 pmClosed
ASSISTANT ENGINEER
KURUMATHUR GP
PROJ.NO. 157/25-26 IMPROVEMENT WORKS TO MUYYAM ANGANWADI IN KURUMATHUR GP
2026_LSGD_828277_4
AE/KMTR/TN/07/2025-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
KURUMATHUR GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,579
Yes
9 Mar 2026
17 Jan 2026
27 Jan 2026
17 Jan 2026
24 Jan 2026
17 Jan 2026
GROUND FLOOR MAINTENANCE AND FIRST FLOOR COMPLETION
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
15.13.1:Taking out doors, windows and clerestory window shutters (steel or wood ) including stacking within 50 metres lead:Of area 3 sq. metres and below
OD419496/2025-2026:Laterite masonry with neatly dressed laterite stone of size 35x20x20 cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. (Modified 50.6.7.1)
OD419477/2025-2026:Laterite neatly dressed stones of size 35x20x20 cm or nearezt size in cement mortar 1:6 for superstructure above plinth level up to floor two level including cost of materials labour charges etc. complete. (Modified 50.6.7.2)
5.1.2: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:1:1:5:3 (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
10.5.2:Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer.Using flats 30x6 mm for diagonal braces and central cross piece
9.48.2:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
21.1.2.2:For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)
21.3.1:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)
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
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
50.18.9.13.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10 Kgf/cm2- External work - Exposed on wall
50.18.9.14.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 32 mm dia 10 Kgf/cm2 - External work- Exposed on wall
50.18.9.6.2:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 50 mm dia 6 Kgf/cm2
18.18.3:Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:25 mm nominal bore
18.54.1:Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than 88 gms
13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
13.98.1:Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade:One or more coats on old work
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
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
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