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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.4 LAdmitted-Finance ATHAVANAD MALAPPURAM 676310 | MALAPPURAM | MALAPPURAM | KERALA | 676310 | ₹20.4 L | L1 | Admitted-Finance |
| 2 | L2₹20.4 LAdmitted-Finance | ₹20.4 L | L2 | Admitted-Finance |
| 3 | L3₹20.4 LAdmitted-Finance THAVANOOR GRAMA PANCHAD KERALA | KANNUR | KERALA | 670612 | ₹20.4 L | L3 | Admitted-Finance |
| Rank | Bidder | Total Amount |
|---|---|---|
| L1 | Hussain. TK Bid ID 2554868 | ₹20,38,271.74 |
| L3 | P.SAIDALIKUTTY Bid ID 2554884 | ₹20,38,927.55 |
| L2 | V. KUNHIMUHAMMED Bid ID 2554875 | ₹20,38,727.55 |
| Sl No | Description | Qty | Unit | Hussain. TK L1 | P.SAIDALIKUTTY L3 | V. KUNHIMUHAMMED L2 |
|---|---|---|---|---|---|---|
| 1.00Civil Works | ||||||
| 1.00 | 2.31
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and
saplings of girth up to 30 cm measured at a height of 1 m above ground level and
removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 53.77 | sqm | 16.7 ₹898.04 | 16.7 ₹898.04 | 16.7 ₹898.04 |
| 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 | 227.9 | cum | 234.63 ₹53,472.88 | 236.63 ₹53,928.69 | 236.63 ₹53,928.69 |
| 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) | 5.7 | cum | 7,286.51 ₹41,525.82 | 7,286.51 ₹41,525.82 | 7,286.51 ₹41,525.82 |
| 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 (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | 30.59 | cum | 7,683.01 ₹2,35,054.01 | 7,683.01 ₹2,35,054.01 | 7,683.01 ₹2,35,054.01 |
| 1.00 | 4.1.5
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 (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm
nominal size derived from natural sources) | 134.05 | cum | 7,870.91 ₹10,55,095.49 | 7,870.91 ₹10,55,095.49 | 7,870.91 ₹10,55,095.49 |
| 1.01 | 4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns | 71.56 | sqm | 354.69 ₹25,383.39 | 354.69 ₹25,383.39 | 354.69 ₹25,383.39 |
| 1.01 | 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. | 104.14 | sqm | 771.19 ₹80,315.58 | 771.19 ₹80,315.58 | 771.19 ₹80,315.58 |
| 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 | 2,490.93 | kilogram | 103.26 ₹2,57,212.92 | 103.26 ₹2,57,212.92 | 103.26 ₹2,57,212.92 |
| 1.01 | 10.28
Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes,
channels, plates etc., including welding, grinding, buffing, polishing and making
curvature (wherever required) and fitting the same with necessary stainless steel nuts
and bolts complete, i/c fixing the railing with necessary accessories & stainless
steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or
the side of waist slab with suitable arrangement as per approval of Engineer-in
charge, (for payment purpose only weight of stainless steel members shall be
considered excluding fixing accessories such as nuts, bolts, fasteners etc.) | 399.25 | kilogram | 705.22 ₹2,81,561.91 | 705.22 ₹2,81,561.91 | 705.22 ₹2,81,561.91 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
24 Jun 2026, 3:00 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
Malappuram District Panchayath-Project No. 101-26- Irumbalakkunnu SC Nagar Samagra Vikasanam, Kuttippuram GP, Malappuram District
2026_KEL_856193_1
KRO/ BDC/2427/2026
Open Tender
Civil Works - Buildings
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
29 Jun 2026
17 Jun 2026
25 Jun 2026
17 Jun 2026
24 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Civil Works | |||||
| 1.001 | 2.31
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and
saplings of girth up to 30 cm measured at a height of 1 m above ground level and
removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 1 | sqm | - | - |
| 1.002 | 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 | 0.2 | cum | - | - |
| 1.003 | 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 | - | - |
| 1.004 | 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 (zone-III) derived from natural sources : 6 graded
stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.005 | 4.1.5
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 (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm
nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 4.3.1 Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns | 1 | sqm | - | - |
| 1.007 | 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. | 1 | sqm | - | - |
| 1.008 | 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 | - | kilogram | - | - |
| 1.009 | 10.28
Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes,
channels, plates etc., including welding, grinding, buffing, polishing and making
curvature (wherever required) and fitting the same with necessary stainless steel nuts
and bolts complete, i/c fixing the railing with necessary accessories & stainless
steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or
the side of waist slab with suitable arrangement as per approval of Engineer-in
charge, (for payment purpose only weight of stainless steel members shall be
considered excluding fixing accessories such as nuts, bolts, fasteners etc.) | 0.6 | kilogram | - | - |
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