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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 LAccepted-AOC | L1 | Accepted-AOC L1 agreement Executed | |
| 2 | L2₹5.3 L+₹19,838.80 (3.86%)Rejected-AOC | L2 | Rejected-AOC L2 Hence Rejected | |
| 3 | L3₹5.6 L+₹42,940.12 (8.34%)Rejected-AOC | L3 | Rejected-AOC L3 Hence Rejected |
| Sl No | Description | Qty | Unit | SINEESH NT L3 | K V NARAYANAN L1 | SANTHOSH P L2 |
|---|---|---|---|---|---|---|
| 1.00COMPOUND WALL&INTERLOCK CONSTRUCTION | ||||||
| 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 | 20.6 | cum | 283.36 ₹5,836.93 | 261.54 ₹5,387.46 Lowest | 271 ₹5,582.33 |
| 1.00 | OD85807/2026-2027:Laterate dry masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size for foundation and
basement including all cost of materials, labour charges etc. (Modified 50.6.7.1) | 14.36 | cum | 5,115.79 ₹73,437.17 | 4,721.8 ₹67,781.44 Lowest | 4,903 ₹70,382.57 |
| 1.00 | 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) | 3.2 | cum | 7,848.92 ₹25,140.09 | 7,244.44 ₹23,203.94 Lowest | 7,523 ₹24,096.17 |
| 1.00 | 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 | 308.36 | kilogram | 88.56 ₹27,308.36 | 81.74 ₹25,205.35 Lowest | 85 ₹26,210.6 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 23.8 | sqm | 304.19 ₹7,239.72 | 280.76 ₹6,682.09 Lowest | 292 ₹6,949.6 |
| 1.01 | OD132401/2026-2027: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.(MOD 50.6.7.2 of DAR) | 12.59 | cum | 6,177.75 ₹77,759.34 | 5,701.98 ₹71,770.82 Lowest | 5,921 ₹74,527.63 |
| 1.01 | 13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) | 136.64 | sqm | 303.49 ₹41,468.87 | 280.12 ₹38,275.6 Lowest | 291 ₹39,762.24 |
| 1.01 | 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 | 521.94 | kg | 147.35 ₹76,908.45 | 136 ₹70,984.38 Lowest | 141 ₹73,594.1 |
| 1.01 | 12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 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 upto 12 metre 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 upto 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. | 74.6 | sqm | 663.38 ₹49,488.15 | 612.29 ₹45,676.83 Lowest | 635 ₹47,371 |
Tender Value
₹6.6 L
EMD Value
₹16,516
Closing Date
18 Aug 2026, 5:00 pmClosed
Assistant Engineer
OFFICE OF THE ASSISTANT ENGINEER LID EW SECTION IRITTY MUNICIALITY
Annual Plan-IRITTY MUNICIPALITY_PROJ NO_172_26-27-Construction of compound wall and Interlock to Veliyambra anganwadi
2026_LSGD_864965_4
AE/ITY/TEN/2/26-27
Open Tender
Civil Works - Buildings
Item Rate
90 days
Iritty Muncipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,460
Yes
₹16,516
Yes
26 Sept 2026
11 Aug 2026
20 Aug 2026
11 Aug 2026
18 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1COMPOUND WALL&INTERLOCK CONSTRUCTION | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | OD85807/2026-2027:Laterate dry masonry with neatly dressed laterate stone of size 35x20x20 cm or nearest size for foundation and
basement including all cost of materials, labour charges etc. (Modified 50.6.7.1) | - | cum | - | - |
| 1.003 | 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) | 1 | cum | - | - |
| 1.004 | 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 | - | kilogram | - | - |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.006 | OD132401/2026-2027: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.(MOD 50.6.7.2 of DAR) | 1 | cum | - | - |
| 1.007 | 13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) | 1 | sqm | - | - |
| 1.008 | 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 | 0.6 | kg | - | - |
| 1.009 | 12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 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 upto 12 metre 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 upto 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. | 1 | sqm | - | - |
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