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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.8 LAccepted-AOC | ₹17.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹18.2 L+₹40,171.60 (2.25%)Rejected-AOC | ₹18.2 L+₹40,171.60 (2.25%) | L2 | Rejected-AOC L2 |
| 3 | L3₹20.0 L+₹2.2 L (12.2%)Rejected-Finance | ₹20.0 L+₹2.2 L (12.2%) | L3 | Rejected-Finance L3 |
| 4 | L4₹20.6 L+₹2.8 L (15.7%)Rejected-Finance | ₹20.6 L+₹2.8 L (15.7%) | L4 | Rejected-Finance L4 |
| 5 | L5₹20.8 L+₹3.0 L (17.0%)Rejected-Finance | ₹20.8 L+₹3.0 L (17.0%) | L5 | Rejected-Finance l5 |
| Sl No | Description | Qty | Unit | T.J.George L5 | JAFFER K M L1 | PradeepkumarV L6 | K R PAULSON L7 | RIJESH P L2 | T A Davis L8 | SULFIKER L4 | AMRITH RAJ L3 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Detailed estimate | |||||||||||
| 1.00 | 15.7.4:Demolishing brick 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 | 71.28 | cum | 2,000 ₹1,42,560 | 1,100 ₹78,408 | 1,920 ₹1,36,857.6 | 1,986.5 ₹1,41,597.72 | 600 ₹42,768 Lowest | 2,215.04 ₹1,57,888.05 | 945 ₹67,359.6 | 1,600 ₹1,14,048 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 79.2 | sqm | 600 ₹47,520 | 650 ₹51,480 | 700 ₹55,440 | 711.54 ₹56,353.97 | 400 ₹31,680 Lowest | 793.38 ₹62,835.7 | 800 ₹63,360 | 638 ₹50,529.6 |
| 1.00 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 5.94 | cum | 12,000 ₹71,280 | 7,500 ₹44,550 Lowest | 12,500 ₹74,250 | 12,537.48 ₹74,472.63 | 9,600 ₹57,024 | 13,979.83 ₹83,040.19 | 11,500 ₹68,310 | 9,570 ₹56,845.8 |
| 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 | 712.8 | kilogram | 112.43 ₹80,140.1 | 88 ₹62,726.4 Lowest | 103 ₹73,418.4 | 104.86 ₹74,744.21 | 95 ₹67,716 | 116.93 ₹83,347.7 | 99 ₹70,567.2 | 108 ₹76,982.4 |
| 1.00 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 111.6 | cum | 7,000 ₹7,81,200 | 6,800 ₹7,58,880 Lowest | 7,450 ₹8,31,420 | 7,194.42 ₹8,02,897.27 | 7,000 ₹7,81,200 | 8,022.09 ₹8,95,265.24 | 7,500 ₹8,37,000 | 7,018 ₹7,83,208.8 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 607.6 | sqm | 300 ₹1,82,280 | 290 ₹1,76,204 Lowest | 350 ₹2,12,660 | 344.87 ₹2,09,543.01 | 300 ₹1,82,280 | 384.56 ₹2,33,658.66 | 360 ₹2,18,736 | 350 ₹2,12,660 |
| 1.01 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | 607.6 | sqm | 180 ₹1,09,368 | 110 ₹66,836 Lowest | 180 ₹1,09,368 | 195.17 ₹1,18,585.29 | 150 ₹91,140 | 217.62 ₹1,32,225.91 | 125 ₹75,950 | 150 ₹91,140 |
| 1.01 | 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 | 12.8 | cum | 359.72 ₹4,604.42 | 250 ₹3,200 Lowest | 325 ₹4,160 | 335.51 ₹4,294.53 | 450 ₹5,760 | 374.12 ₹4,788.74 | 295 ₹3,776 | 350 ₹4,480 |
| 1.01 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 4.05 | cum | 7,926.3 ₹32,101.52 | 7,500 ₹30,375 | 8,000 ₹32,400 | 7,781.97 ₹31,516.98 | 5,500 ₹22,275 Lowest | 8,677.22 ₹35,142.74 | 8,200 ₹33,210 | 6,200 ₹25,110 |
Tender Value
₹22.6 L
EMD Value
₹50,000
Closing Date
12 Jun 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER,PWD BUILDING DIVISION THRISSUR
DEPOSIT-Reconstruction of compound wall Ramanilayam Thrissur-Reconstruction of damaged compound wall and repairs to the Existing Old Compound wall of Ramanilayam Govt. Guest House, Thrissur.-General Civil Work
2026_PWD_845319_2
92/2025-26/EE(B)TSR
Open Tender
Civil Works - Buildings
Item Rate
60 days
Ramanilayam Guest House
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
13 Jul 2026
1 Jun 2026
15 Jun 2026
1 Jun 2026
12 Jun 2026
1 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Detailed estimate | |||||
| 1.001 | 15.7.4:Demolishing brick 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 | - | cum | - | - |
| 1.002 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | - | sqm | - | - |
| 1.003 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | 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 | 1 | kilogram | - | - |
| 1.005 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 1 | cum | - | - |
| 1.006 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | - | sqm | - | - |
| 1.007 | 13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) | - | sqm | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - |
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