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Tender Value
₹7.6 L
EMD Value
₹19,058
Closing Date
10 Jun 2026, 2:00 pm5d left
Asst.Executive Engineer
O/o PWD Buildings Subdivision Kanjirappally
Earth work,PCC work,RR and Solid Masonry,RCC work Plastering and Finishing work etc.
2026_PWD_831859_4
PWD/BLDG/TR/3935/2025
Open Tender
Civil Works - Buildings
180 days
Ponkunnam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,685
₹19,058
30 May 2026
30 May 2026
12 Jun 2026
30 May 2026
10 Jun 2026
30 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Building proper | ||||||
| 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 | 7.1.1: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 |
| 1.004 | 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 1 | sqm | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 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. | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | OD277221/2024-2025:Providing and laying in position machine batched and machine mixed design mix M-25 grade 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 reinforecment,including admixtures in recommended proportions as per IS:9103 to accelerate,retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-charge. All work above plinth level upto floor V level. | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 5.22.6: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 | 1 | kilogram | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 50.6.2.2:Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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