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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹33.0 L+₹1.1 L (3.52%)Rejected-AOC | L2 | Rejected-AOC L3 | |
| 3 | L3₹33.4 L+₹1.5 L (4.78%)Rejected-AOC | L3 | Rejected-AOC L2 | |
| 4 | Rejected-Technical | - | Rejected-Technical L8 | |
| 5 | Rejected-Technical | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | MOHAMMED SUHAIL P L5 | VINOJ MANNANCHERI L1 | SRG INFRA PROJECTS LLP L6 | Muhammed Musthafa M L7 | Mohamed Fazal L9 | BENBO DEVELOPERS LLP L4 | YOOSUF EK L3 | ABDUL MAJEED P. L2 | ALMANAC ENGINEERING CONSULTANCY LLP L8 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Appendix A - construction of building | ||||||||||||
| 1.00 | OD150412/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 340kg/ cum. Excess cement used as per design mix is not payable separately. All work above plinth level | 64.6 | cum | 12,500 ₹8,07,525 | 10,565.18 ₹6,82,531.76 Lowest | 11,372.41 ₹7,34,680.43 | 11,526.73 ₹7,44,649.81 | 12,825 ₹8,28,520.65 | 11,099.38 ₹7,17,042.15 | 11,069.7 ₹7,15,124.76 | 10,936.74 ₹7,06,535.28 | 12,460 ₹8,04,940.92 |
| 1.00 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 8,191.49 | kg | 101 ₹8,27,340.49 | 91.9 ₹7,52,797.93 Lowest | 98.92 ₹8,10,302.19 | 100.27 ₹8,21,360.7 | 111.15 ₹9,10,484.11 | 96.55 ₹7,90,888.36 | 96.29 ₹7,88,758.57 | 95.13 ₹7,79,256.44 | 108 ₹8,84,680.92 |
| 1.00 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 168.32 | sqm | 920 ₹1,54,856.24 | 785.8 ₹1,32,267.43 Lowest | 845.84 ₹1,42,373.48 | 857.32 ₹1,44,305.82 | 908.47 ₹1,52,915.49 | 825.53 ₹1,38,954.86 | 823.32 ₹1,38,582.87 | 813.43 ₹1,36,918.16 | 926 ₹1,55,866.17 |
| 1.00 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | 31.14 | sqm | 900 ₹28,026 | 674.26 ₹20,996.46 Lowest | 725.78 ₹22,600.79 | 734.2 ₹22,862.99 | 849.9 ₹26,465.89 | 708.36 ₹22,058.33 | 706.46 ₹21,999.16 | 697.98 ₹21,735.1 | 795 ₹24,756.3 |
| 1.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 153.67 | sqm | 900 ₹1,38,303.9 | 623.64 ₹95,835.38 Lowest | 671.29 ₹1,03,157.81 | 680.4 ₹1,04,557.75 | 721.48 ₹1,10,870.55 | 655.17 ₹1,00,680.63 | 653.42 ₹1,00,411.7 | 645.57 ₹99,205.39 | 735 ₹1,12,948.19 |
| 1.01 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | 129.28 | sqm | 900 ₹1,16,352 | 824.47 ₹1,06,587.48 Lowest | 887.46 ₹1,14,730.83 | 899.51 ₹1,16,288.65 | 942.59 ₹1,21,858.04 | 866.16 ₹1,11,977.16 | 863.84 ₹1,11,677.24 | 853.46 ₹1,10,335.31 | 970 ₹1,25,401.6 |
| 1.01 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 90.5 | sqm | 220 ₹19,910 Lowest | 835.42 ₹75,605.51 | 899.25 ₹81,382.13 | 911.45 ₹82,486.23 | 1,048.86 ₹94,921.83 | 877.66 ₹79,428.23 | 875.31 ₹79,215.56 | 864.8 ₹78,264.4 | 985 ₹89,142.5 |
| 1.01 | 50.6.1.3:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure above floor two level up to floor V level thickness 20cm and above in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 29.92 | cum | 7,800 ₹2,33,383.8 | 7,146.46 ₹2,13,829.23 Lowest | 7,692.48 ₹2,30,166.69 | 7,796.87 ₹2,33,290.15 | 8,726.51 ₹2,61,105.91 | 7,507.8 ₹2,24,640.88 | 7,487.72 ₹2,24,040.07 | 7,397.79 ₹2,21,349.27 | 8,430 ₹2,52,234.03 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 744.16 | sqm | 320 ₹2,38,130.56 | 302.27 ₹2,24,936.64 Lowest | 325.37 ₹2,42,126.69 | 329.78 ₹2,45,408.43 | 364.16 ₹2,70,992.58 | 317.55 ₹2,36,307.37 | 316.7 ₹2,35,674.84 | 312.9 ₹2,32,847.04 | 355 ₹2,64,176.09 |
Tender Value
₹35.8 L
EMD Value
₹50,000
Closing Date
6 Jul 2026, 3:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER, PWD BUILDINGS DIVISION MALAPPURAM, 676 505
The provisions included in this estimate are RCC work for walls, M25 design mix for RCC work, 12mm cement plaster , 9mm cement pkaster,Pressed steel sheet doors and windows, finishing floor with vitrified floor tile, painting etc.,
2026_PWD_846413_2
BL/DN/MPM/55/2025-26
Open Tender
Civil Works - Buildings
Item Rate
GMVHSS VENGARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
4 Aug 2026
23 Jun 2026
8 Jul 2026
23 Jun 2026
6 Jul 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Appendix A - construction of building | |||||
| 1.001 | OD150412/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 340kg/ cum. Excess cement used as per design mix is not payable separately. All work above plinth level | 0.8 | cum | - | - |
| 1.002 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | 1 | kg | - | - |
| 1.003 | 5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform | 0.8 | sqm | - | - |
| 1.004 | 5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases) | - | sqm | - | - |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 0.4 | sqm | - | - |
| 1.006 | 5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts | - | sqm | - | - |
| 1.007 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | - | sqm | - | - |
| 1.008 | 50.6.1.3:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure above floor two level up to floor V level thickness 20cm and above in: CM 1:6 ( 1 cement :6 coarse sand) etc complete | 1 | cum | - | - |
| 1.009 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 0.2 | sqm | - | - |
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