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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-AOC | ₹3.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.1 L+₹3,391.03 (1.12%)Rejected-AOC | ₹3.1 L+₹3,391.03 (1.12%) | L2 | Rejected-AOC L2 |
| 3 | L3₹3.1 L+₹13,199.77 (4.38%)Rejected-AOC | ₹3.1 L+₹13,199.77 (4.38%) | L3 | Rejected-AOC L3 |
| 4 | L4₹3.2 L+₹13,562.48 (4.50%)Rejected-AOC | ₹3.2 L+₹13,562.48 (4.50%) | L4 | Rejected-AOC L4 |
| 5 | L5₹3.4 L+₹37,283.47 (12.4%)Rejected-AOC | ₹3.4 L+₹37,283.47 (12.4%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | P H Muhammed Rafi L5 | RAHUL CR L3 | MEGA COMFORT L4 | E R ANANDAN L1 | THABSEERRAHMAN CN L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00temporary building | ||||||||
| 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 | 5.25 | cum | 359.73 ₹1,888.58 | 300 ₹1,575 Lowest | 334.55 ₹1,756.39 | 320.15 ₹1,680.79 | 323.76 ₹1,699.74 |
| 1.00 | OD438219/2025-2026: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 | 5.25 | cum | 4,182 ₹21,955.5 | 3,500 ₹18,375 Lowest | 3,713.92 ₹19,498.08 | 3,554.18 ₹18,659.45 | 3,763.8 ₹19,759.95 |
| 1.00 | OD438218/2025-2026: Random rubble masonry with hard stone,in C.M
1:5 in foundation and superstructure including packing to compactness to lines and
levels, cost and conveyance of all materials labour charges etc. complete as per
approved drawing and relevant technical specifications | 4.23 | cum | 7,201 ₹30,474.63 | 6,500 ₹27,508 | 7,213.32 ₹30,526.77 | 6,903.07 ₹29,213.79 | 6,480.9 ₹27,427.17 Lowest |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 10.8 | cum | 318.46 ₹3,439.37 | 300 ₹3,240 | 296.17 ₹3,198.64 | 283.44 ₹3,061.15 Lowest | 286.61 ₹3,095.39 |
| 1.00 | 50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 5.98 | cum | 6,831.13 ₹40,822.83 | 6,500 ₹38,844 | 6,352.95 ₹37,965.23 | 6,079.71 ₹36,332.35 Lowest | 6,148.02 ₹36,740.57 |
| 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) | 2.29 | cum | 9,235.96 ₹21,168.82 | 7,500 ₹17,190 Lowest | 8,589.44 ₹19,687 | 8,220.01 ₹18,840.26 | 8,312.36 ₹19,051.93 |
| 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 | 45.76 | kilogram | 112.43 ₹5,144.35 | 100 ₹4,575.6 Lowest | 104.56 ₹4,784.25 | 100.06 ₹4,578.35 | 101.19 ₹4,630.05 |
| 1.01 | 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) | 0.81 | cum | 7,932.89 ₹6,425.64 | 7,000 ₹5,670 Lowest | 7,377.59 ₹5,975.85 | 7,060.27 ₹5,718.82 | 7,139.6 ₹5,783.08 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 63.72 | sqm | 369.77 ₹23,561.74 | 350 ₹22,302 | 343.89 ₹21,912.67 | 329.09 ₹20,969.61 Lowest | 332.79 ₹21,205.38 |
Tender Value
₹3.4 L
EMD Value
₹8,473
Closing Date
9 Mar 2026, 5:00 pmClosed
The Assistant Enginee
The Assistant Engineer, LID AND EW Section , Eriyad Grama Panchayat
2025-26 Eriyad GP Construction of Temperory Kitchen in Azhikodu GUPS Pro No.347/25-26
2026_LSGD_841977_1
07/2025-26/AE/LID AND EW/ERD
Open Tender
Civil Works - Buildings
Item Rate
120 days
Eriyad Grama Panchayat
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
Yes
₹8,473
Yes
25 May 2026
28 Feb 2026
11 Mar 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
temporary building
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
OD438219/2025-2026: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
OD438218/2025-2026: Random rubble masonry with hard stone,in C.M 1:5 in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
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)
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
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)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
10.25.1: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 stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete
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
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
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
OD440784/2025-2026:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.35mm (+0.05%), total coated thickness with zinc coating 120gms 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 upto 12m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling / self tapping screws of size (5.50x55mm( with EPDM seal complete upto any ptich in horizontal / vertical or curved surfaces excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
17.9.1:Providing and fixing kitchen sink with C. I brackets, C.P. brass chain with rubber plug, 40 mm C.P brass waste complete, including painting the fittings and brackets, cutting and making good the walls wherever required:White glazed fire clay kitchen sink of size 600x450x250 mm
50.18.7.2.2: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 20 mm dia 10 Kgf/cm2- Internal work - Exposed on wall
50.18.7.4.2: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 32 mm dia 6 Kgf/cm2 - internal work- Exposed on wall
50.18.7.6.2: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 50 mm dia 6 Kgf/cm2 - Internal work- Exposed on wall
50.18.9.7.2: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.63 mm dia 4 Kgf/cm2
18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
OD487042/2025-2026:15mm CP Short body tap
OD493522/2025-2026:Supplying and fixing concrete ring of size 75*75*60cm size
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