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Tender Value
₹11.1 L
EMD Value
₹27,834
Closing Date
6 Jun 2026, 3:00 pmDue tomorrow
Managing Director, Matsyafed
Matsyafed Head Office, Kamaleswaram, Manacaud P.O, Thiruvananthapuram
Civil Works for the Construction of Diesel Bunk
2026_MFED_837061_1
MFED/559/2025-ENGG
Open Tender
Civil Works - Buildings
Puthiyappa Fishing Harbour
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹27,834
Yes
29 May 2026
29 May 2026
8 Jun 2026
29 May 2026
6 Jun 2026
29 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Civil Work | ||||||
| 0.999 | 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 | - | - | BI01010001010000000000000515BI0100001114 |
| 0.000 | Providing and fixing up to floor five level precast cement concrete hollow block, including hoisting and setting in position with cement mortar 1:3 ( 1 cement : 3 coarse sand), cost of required centering, shuttering complete: 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 0.999 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 0.000 | 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 0.999 | Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 1 | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 0.000 | 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 0.999 | Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 0.000 | Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 1 | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 0.999 | Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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integrity.pdf
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