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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹32.6 LAdmitted-Finance | ₹32.6 L | L1 | Admitted-Finance |
| 2 | L2₹32.6 LAdmitted-Finance ATHAVANAD MALAPPURAM 676310 | MALAPPURAM | MALAPPURAM | KERALA | 676310 | ₹32.6 L | L2 | Admitted-Finance |
| 3 | L3₹32.6 LAdmitted-Finance THAVANOOR GRAMA PANCHAD KERALA | KANNUR | KERALA | 670612 | ₹32.6 L | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Hussain. TK L2 | P.SAIDALIKUTTY L3 | V. KUNHIMUHAMMED L1 |
|---|---|---|---|---|---|---|
| 1.00Civil Works | ||||||
| 1.00 | 60.7.3
DISMANTLING DR - Dismanling , clearing away and carefully stacking materials
useful for reuse for any thickness of walls in DR masonry including disposal of debris
within a distance of 150m. | 129.67 | Cum | 695.8 ₹90,222.99 | 695.8 ₹90,222.99 | 690 ₹89,470.92 |
| 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 | 93.21 | Cum | 236.63 ₹22,056.99 | 236.63 ₹22,056.99 | 236.63 ₹22,056.99 |
| 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 | 19.14 | Cum | 330.41 ₹6,325.04 | 330.41 ₹6,325.04 | 330.41 ₹6,325.04 |
| 1.00 | 60.7.8
DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without
concrete levelling course using departmental rubble including packing to compactness
to lines and levels, labour charges etc. complete as per direction of Departmental
officers at site | 90.77 | Cum | 1,576.07 ₹1.4 L | 1,576.07 ₹1.4 L | 1,576.07 ₹1.4 L |
| 1.00 | 60.7.1
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | 338.53 | Cum | 3,668.07 ₹12.4 L | 3,668.07 ₹12.4 L | 3,668.07 ₹12.4 L |
| 1.01 | 4.1.3
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 (cement : 2 coarse
sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm
nominal size derived from natural sources) | 22.55 | Cum | 8,483.41 ₹1.9 L | 8,483.41 ₹1.9 L | 8,483.41 ₹1.9 L |
| 1.01 | 4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns | 90.2 | Sqm | 354.69 ₹31,993.04 | 354.69 ₹31,993.04 | 354.69 ₹31,993.04 |
| 1.01 | 13.33.1
Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled
pointing | 464.8 | Sqm | 367.84 ₹1.7 L | 367.84 ₹1.7 L | 367.84 ₹1.7 L |
| 1.01 | 10.26.3
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing,
balcony railing, staircase railing and similar works, including applying priming coat
of approves steel primer.G.I. pipes | 303.62 | Kg | 207.59 ₹63,029.31 | 207.59 ₹63,029.31 | 207.59 ₹63,029.31 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
17 Jun 2026, 4:45 pmClosed
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
Malappuram District Panchayath-Project No. 89-26- Nechithodi SC Nagar Samagra Vikasanam, Athavanad GP, Malappuram District
2026_KEL_855338_1
KRO/BDC/2424/2026
Open Tender
Civil Works - Buildings
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
19 Jun 2026
10 Jun 2026
18 Jun 2026
10 Jun 2026
17 Jun 2026
10 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Civil Works | ||||||
| 1.001 | 60.7.3
DISMANTLING DR - Dismanling , clearing away and carefully stacking materials
useful for reuse for any thickness of walls in DR masonry including disposal of debris
within a distance of 150m. | 0.2 | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 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 | - | - | BI01010001010000000000000515BI0100001114 |
| 1.003 | 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 | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.004 | 60.7.8
DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without
concrete levelling course using departmental rubble including packing to compactness
to lines and levels, labour charges etc. complete as per direction of Departmental
officers at site | 0.2 | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.005 | 60.7.1
DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance of all materials labour charges etc. complete as per direction of
Departmental officers at site | 0.8 | Cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.006 | 4.1.3
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 (cement : 2 coarse
sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm
nominal size derived from natural sources) | - | Cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.007 | 4.3.1
Centering and shuttering including strutting, propping etc. and removal of form work
for:Foundations, footings, bases for columns | - | Sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 1.008 | 13.33.1
Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled
pointing | - | Sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 1.009 | 10.26.3
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing,
balcony railing, staircase railing and similar works, including applying priming coat
of approves steel primer.G.I. pipes | 0.6 | Kg | - | - | BI01010001010000000000000515BI0100001121 |
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