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Tender Value
₹4.2 L
EMD Value
₹10,591
Closing Date
17 Jun 2026, 5:00 pm
Secretary
Kuthuparamba BP
MP-LADS 2025-26 KUTHUPARAMBA BP Honble MP Sri. Shafi Parambil 18th LS Vadakara Construction of Kammalil palli Rayeroth road Concrete road in ward 6 of Kunnothparamba GP from ch 0 000 to 0 086 km-General
2026_CRD_854500_3
153317-2026-2
Open Tender
Civil Works - Roads
Kuthuparamba BP
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,591
Yes
6 Jun 2026
6 Jun 2026
20 Jun 2026
6 Jun 2026
17 Jun 2026
6 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1CC road | ||||||
| 1.001 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 4.1.A.2:Granular Sub-base with Well Graded Material (Table 400.1)(A) By Mix in Place Method 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. (ii) For Grading II Material | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 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 | - | - | BI01010001010000000000000515BI0100001116 |
| 2Name board | ||||||
| 2.001 | 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 | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 2.002 | OD378367/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm 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 | - | - | BI01010001010000000000000515BI0100001119 |
| 2.003 | 13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand) | - | sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 2.004 | 8.9.1.2:Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade | - | sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 2.005 | 16.21:Engraving letters in hard stone | - | per Letter per cm height | - | - | BI01010001010000000000000515BI0100001122 |
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