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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC | ₹4.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹4.8 L+₹48,421.21 (11.2%)Rejected-AOC | ₹4.8 L+₹48,421.21 (11.2%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | RANS CONSTRUCTION L2 | Sasikumaran T L1 |
|---|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | |||||
| 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 | 18.62 | cum | 330.41 ₹6,152.23 | 320 ₹5,958.4 Lowest |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 14.62 | cum | 120.34 ₹1,759.37 | 117 ₹1,710.54 Lowest |
| 1.00 | OD179062/2025-2026:Dry rubble masonry with hard stone including all cost and conveyance etc. complete. (DSR 7.1.1) | 3.2 | cum | 3,668.07 ₹11,737.82 | 3,558 ₹11,385.6 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) | 0.73 | cum | 7,286.51 ₹5,326.44 | 7,068 ₹5,166.71 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) | 6.09 | cum | 9,634.13 ₹58,652.58 | 9,345 ₹56,892.36 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 | 1,497.65 | kilogram | 100 ₹1,49,764.8 Lowest | 100 ₹1,49,764.8 Lowest |
| 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 | 3.6 | sqm | 354.69 ₹1,276.88 | 344 ₹1,238.4 Lowest |
| 1.01 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | 28.32 | metre | 209.54 ₹5,934.17 | 203 ₹5,748.96 Lowest |
| 1.01 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 45.1 | sqm | 771.19 ₹34,780.67 | 748 ₹33,734.8 Lowest |
Tender Value
₹4.9 L
EMD Value
₹12,182
Closing Date
19 May 2026, 11:00 amClosed
Assist.Exe.Engineer pwd buildings sub divn Manjeri
Assist.Exe.Engineer pwd buildings sub divisionn Manjeri
GENERAL-Providing Septic tank for Old court building Manjeri-Old court bar association area-General Civil Work
2026_PWD_850023_1
D2/PWD/BLDG/TR/18013/2025
Open Tender
Civil Works - Buildings
Item Rate
180 days
GENERAL-Providing Septic tank for Old court buildi
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,075
Yes
₹12,182
Yes
31 Aug 2026
11 May 2026
22 May 2026
11 May 2026
19 May 2026
11 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DETAILED ESTIMATE | |||||
| 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 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 1 | cum | - | - |
| 1.003 | OD179062/2025-2026:Dry rubble masonry with hard stone including all cost and conveyance etc. complete. (DSR 7.1.1) | - | cum | - | - |
| 1.004 | 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) | 1 | cum | - | - |
| 1.005 | 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) | - | cum | - | - |
| 1.006 | 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 | 0.2 | kilogram | - | - |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.008 | 5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide | - | metre | - | - |
| 1.009 | 5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
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