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Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
24 Jun 2026, 3:00 pm4d left
Similar tender results from the same govt authority in the past 3 years.
ENGINEER (PROJECTS)
KEL MAMALA KOCHI
Development 2022 23 Ambedkar Settlement Development Scheme Development works at Perumatti GP IN Sarkkarpathi Unnathi ST Nagar, Palakkad District
2026_KEL_856205_1
KRO/ BDC/2428/2026
Open Tender
Civil Works - Buildings
KEL MAMALA KOCHI
Please refer Tender documents.
6 documents required · 6 mandatory
₹2,950
₹50,000
Yes
17 Jun 2026
17 Jun 2026
25 Jun 2026
17 Jun 2026
24 Jun 2026
17 Jun 2026
17 Jun 2026 - 24 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Road Works | ||||||
| 1.001 | OD419657/2025-2026 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5m in width as well as 10 sqm on plan including disposal of excavated earth up to 50 m and lift up to 1.5 m, disposed soil to be levelled and neatly dressed:All Kinds of soil | - | sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 1.002 | 4.1.A.1 Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix
in Place Method <br> Construction of granular sub-base by providing well
graded material, spreading in uniform layers with motor grader on prepared surface,
mixing by mix in place method with rotavator at OMC, and compacting with smooth
wheel roller to achieve the desired density, complete as per Technical Specification
Clause 401. <br> (i) For Grading I Material | 1 | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.003 | 75.8.1 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate:
4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as
requiredincluding compaction, finishing and tamping etc .complete. Max. size of
courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as
perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 2Drainage Works | ||||||
| 2.001 | 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 2.002 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 2.003 | 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 2.004 | 5.3 Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 2.005 | 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 | - | - | BI01010001010000000000000515BI0100001121 |
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