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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.1 CrAdmitted-Finance 1 2 VELLAPPARA PALLISSERY HOUSE PUNNAYURKULAM POST MARPADI MALAPPURAM | MARPADI | MALAPPURAM | KERALA | ₹1.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.1 Cr+₹3.2 L (2.85%)Admitted-Finance | ₹1.1 Cr+₹3.2 L (2.85%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical CHOLAKKAPARAMBAN | ERNAKULAM | KERALA | 680667 | - | - | Rejected-Technical Technically not qualified |
| Sl No | Description | Qty | Unit | RAFEEQUE V.P. L1 | T MEHABOOB RAHMAN L2 |
|---|---|---|---|---|---|
| 1.00Construction of Park | |||||
| 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 | 672.14 | Cum | 236.63 ₹1,59,048.49 Lowest | 300 ₹2,01,642 |
| 1.00 | 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 | 43.11 | Cum | 330.41 ₹14,242.98 Lowest | 330.41 ₹14,242.98 Lowest |
| 1.00 | 4.1.4
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2
coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 167.55 | Cum | 8,324.22 ₹13,94,739.71 Lowest | 8,324.22 ₹13,94,739.71 Lowest |
| 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) | 43.11 | Cum | 7,683.01 ₹3,31,191.51 Lowest | 7,683.01 ₹3,31,191.51 Lowest |
| 1.00 | 4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns | 191.5 | Sqm | 354.69 ₹67,921.72 Lowest | 354.69 ₹67,921.72 Lowest |
| 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. | 288.81 | Sqm | 771.19 ₹2,22,728.16 Lowest | 771.19 ₹2,22,728.16 Lowest |
| 1.01 | 13.12
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 ( 1
cement : 5 coarse sand )and a top layer 6 mm thick cement plaster 1:3 ( 1 cement : 3
coarse sand) finished rough with sponge. | 240.16 | Sqm | 531.94 ₹1,27,748.05 Lowest | 531.94 ₹1,27,748.05 Lowest |
| 1.01 | 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) | 14.17 | Cum | 7,286.51 ₹1,03,257.13 Lowest | 7,286.51 ₹1,03,257.13 Lowest |
| 1.01 | 5.1.2
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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm
nominal size derived from natural sources) | 24.64 | Cum | 9,634.13 ₹2,37,336.79 Lowest | 9,634.13 ₹2,37,336.79 Lowest |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
9 Sept 2026, 5:30 pmClosed
MANAGER (PROJECTS)
KEL MAMALA KOCHI
Construction of Vettekkode Hill View Park in Manjeri Municipality, Malappuram District
2026_KEL_867411_1
KRO/ BDC/2443/2026
Open Tender
Civil Works - Others
Item Rate
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,900
₹50,000
Yes
11 Sept 2026
2 Sept 2026
10 Sept 2026
2 Sept 2026
9 Sept 2026
2 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of Park | |||||
| 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 | 672.14 | Cum | - | - |
| 1.002 | 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 | 1 | Cum | - | - |
| 1.003 | 4.1.4
Providing and laying in position cement concrete of specified grade excluding the
cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2
coarse sand (zone-III) derived from natural sources : 4 graded
stone aggregate 40 mm nominal size derived from natural sources) | 0.8 | 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) | 1 | Cum | - | - |
| 1.005 | 4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns | 0.4 | Sqm | - | - |
| 1.006 | 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. | 0.4 | Sqm | - | - |
| 1.007 | 13.12
18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 ( 1
cement : 5 coarse sand )and a top layer 6 mm thick cement plaster 1:3 ( 1 cement : 3
coarse sand) finished rough with sponge. | - | Sqm | - | - |
| 1.008 | 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 | - | - |
| 1.009 | 5.1.2
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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm
nominal size derived from natural sources) | - | Cum | - | - |
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