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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.6 LAccepted-AOC | ₹12.6 L | L1 | Accepted-AOC Accepted VideResolution NO.2/1 dtd 26.06.2025 of Vengara GP |
| 2 | L2₹13.2 L+₹62,416.20 (4.95%)Rejected-AOC | ₹13.2 L+₹62,416.20 (4.95%) | L2 | Rejected-AOC Higher rate and hence rejected |
| 3 | L3₹13.5 L+₹92,662.67 (7.34%)Rejected-Finance | ₹13.5 L+₹92,662.67 (7.34%) | L3 | Rejected-Finance Higher rate and hence not admitted |
| 4 | L4₹14.5 L+₹1.8 L (14.6%)Rejected-Finance BENGLAVIL HOUSE KOORIYAD MALAPPURAM DIST KERALA PIN 676306 | MALAPPURAM | KERALA | 676306 | ₹14.5 L+₹1.8 L (14.6%) | L4 | Rejected-Finance Higher rate and hence not admitted |
| 5 | L5₹15.0 L+₹2.4 L (19.0%)Rejected-Finance PATTARKADAVAN HOUSE KODUR MALAPPURAM 676504 | MALAPPURAM | KERALA | 676504 | ₹15.0 L+₹2.4 L (19.0%) | L5 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | C.ABDUL KALAM AZAD L1 | SAIFULLAH P K L5 | Mohamed Fazal L4 | NISAMUDHEEN L3 | SHIHABUDHEEN K L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Thode side protection wall | ||||||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 78.75 | cum | 180 ₹14,175 Lowest | 236.16 ₹18,597.6 | 233 ₹18,348.75 | 212.99 ₹16,772.96 | 208 ₹16,380 |
| 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 : 8 graded stone aggregate 40 nominal size) | 12.6 | cum | 6,000 ₹75,600 Lowest | 7,271.94 ₹91,626.44 | 6,937 ₹87,406.2 | 6,558.59 ₹82,638.23 | 6,412 ₹80,791.2 |
| 1.00 | 51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 12.6 | cum | 700 ₹8,820 Lowest | 904.63 ₹11,398.34 | 906 ₹11,415.6 | 815.89 ₹10,280.21 | 797 ₹10,042.2 |
| 1.00 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | 147 | cum | 6,500 ₹9,55,500 Lowest | 7,667.64 ₹11,27,143.08 | 7,399 ₹10,87,653 | 6,915.48 ₹10,16,575.56 | 6,761 ₹9,93,867 |
| 1.00 | 4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc. | 168 | sqm | 600 ₹1,00,800 Lowest | 769.65 ₹1,29,301.2 | 737 ₹1,23,816 | 694.15 ₹1,16,617.2 | 678 ₹1,13,904 |
| 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 | 1,176 | kilogram | 89 ₹1,04,664 Lowest | 103.05 ₹1,21,186.8 | 97.37 ₹1,14,507.12 | 92.94 ₹1,09,297.44 | 91 ₹1,07,016 |
| 1.01 | OD32639/2025-2026:Od From DAR 60.6 Weep holes using 75 mm dia P.V.C. Pipe working pressure 4kg/cm2 | 25.2 | 1 meter | 100 ₹2,520 | 112.63 ₹2,838.28 | 109 ₹2,746.8 | 101.59 ₹2,560.07 | 99 ₹2,494.8 Lowest |
Tender Value
₹15.1 L
EMD Value
₹37,628
Closing Date
29 May 2025, 11:00 amClosed
ASMATH K
LIDEW LSGD Section, Vengara Grama Panchayath,Malappuram dist 676304
A n n u a l P l a n - V E N G A R A T H O D IMPROVEMENT WORK-VENGARA GRAMA PANCHAYATH PROJECT NO 113- General Civil Work
2025_LSGD_765318_2
12/AE/LIDEW/VGP/25-26
Open Tender
Civil Works - Canal
Item Rate
270 days
Vengara GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹37,628
Yes
30 Jun 2026
20 May 2025
31 May 2025
20 May 2025
29 May 2025
20 May 2025
Amount
Thode side protection wall
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
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 : 8 graded stone aggregate 40 nominal size)
51.2.3:Filling with Quarry Muck Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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
OD32639/2025-2026:Od From DAR 60.6 Weep holes using 75 mm dia P.V.C. Pipe working pressure 4kg/cm2
SHIHABUDHEEN K (BID ID -2217514)
NISAMUDHEEN (BID ID -2217132)
Mohamed Fazal (BID ID -2217764)
SAIFULLAH P K (BID ID -2217542)
Bidder Name
Mohamed Fazal
SAIFULLAH P K
C.ABDUL KALAM AZAD
NISAMUDHEEN
SHIHABUDHEEN K
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