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Tender Value
₹16.1 L
EMD Value
₹40,254
Closing Date
24 Jun 2026, 5:00 pm3d left
Similar tender results from the same govt authority in the past 3 years.
Executive Engineer
Office of the Executive Engineer PWD Buildings Division Kollam
LAC ADS MLA ADF 2025 26 Construction of a new godown and truss work in existing building of Dairy Co operative Society Padinjattakkara and construction Truss work in existing building of Dairy Co operative Society Panmana General Civil Work
2026_PWD_838502_3
PWD/BLDG/TR/9662/2025_5_1_1/1
Open Tender
Civil Works - Buildings
365 days
Panmana
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹40,254
Yes
17 Jun 2026
17 Jun 2026
26 Jun 2026
17 Jun 2026
24 Jun 2026
17 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Godown and truss work in existing building of Diary Co-operative Society, Padinjattakkara | ||||||
| 1.001 | 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 | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 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 | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | OD292418/2025-2026: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) | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | OD44823/2025-2026:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard of concrete, improve workability without impairing strength and durability as per direction of engineer -in - charge. Note:- cement content considered in this item is @330kg/cum, excess as per mix design not payable. All work upto plinth level | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete | - | sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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. | 1 | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 50.2.25.1: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 | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 5.22A.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more | - | kg | - | - | BI01010001010000000000000515BI0100001122 |
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