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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.4 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹55.9 L+₹2.5 L (4.68%)Admitted-Finance | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | akbar L1 | Daybro constructions L2 |
|---|---|---|---|---|---|
| 1.00Side Protection Work | |||||
| 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5
m, as directed by Engineer-in-charge.All kinds of soil | 481.19 | cum | 236.63 ₹1,13,863.28 Lowest | 256.3 ₹1,23,328.23 |
| 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) | 21.15 | cum | 7,286.51 ₹1,54,087.83 Lowest | 7,500.5 ₹1,58,613.07 |
| 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) | 63.07 | cum | 9,152.05 ₹5,77,219.79 Lowest | 9,800.6 ₹6,18,123.84 |
| 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 | 74.2 | sqm | 354.69 ₹26,318 Lowest | 384.3 ₹28,515.06 |
| 1.00 | 5.2.2
Reinforced cement concrete work in walls (any thickness), including attached
pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,
abutments, posts and struts etc. up tot floor five level excluding cost of centering,
shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded
stone aggregate 20 mm nominal size derived from natural sources) | 250.43 | cum | 11,731.49 ₹29,37,858.38 Lowest | 12,500.6 ₹31,30,462.76 |
| 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. | 556.5 | sqm | 771.19 ₹4,29,167.24 Lowest | 771.19 ₹4,29,167.24 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 | 1,765.96 | kg | 103.26 ₹1,82,353.03 Lowest | 103.26 ₹1,82,353.03 Lowest |
| 1.01 | 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 | 8,764.88 | kg | 103.26 ₹9,05,060.99 Lowest | 103.26 ₹9,05,060.99 Lowest |
| 1.01 | 60.6
PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working
pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc.
complete | 101.75 | metre | 112.86 ₹11,483.51 Lowest | 112.86 ₹11,483.51 Lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
23 Feb 2026, 6:35 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
Malappuram District Panchayath-Project No. 164-26- Cholakkunnu SC Nagar Samagra Vikasanam, Pulpatta GP, Malappuram District
2026_KEL_836865_1
KRO/BDC/2318/2026
Open Tender
Civil Works - Bridges
Item Rate
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
26 Feb 2026
16 Feb 2026
24 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
16 Feb 2026 - 23 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side Protection Work | |||||
| 1.001 | 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5
m, as directed by Engineer-in-charge.All kinds of soil | 0.8 | cum | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 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) | - | cum | - | - |
| 1.004 | 5.9.1
Centering and shuttering including strutting, etc. and removal of form
for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.005 | 5.2.2
Reinforced cement concrete work in walls (any thickness), including attached
pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,
abutments, posts and struts etc. up tot floor five level excluding cost of centering,
shuttering, finishing and reinforcement :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 | 5.9.2 Centering and shuttering including strutting, etc. and removal of form for:Walls (any
thickness) including attached pilasters, butteresses, plinth and string courses etc. | - | sqm | - | - |
| 1.007 | 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 | - | kg | - | - |
| 1.008 | 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 | - | kg | - | - |
| 1.009 | 60.6
PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working
pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc.
complete | - | metre | - | - |
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