Public Works Department Tender
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Costs
EMD
₹ 17,540Document Cost
₹ 500Tender Fee
₹ 500
Description
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Contact
Tender Id
2025_CEPWD_448203_5Tender No
NIT No. 08/2024-25 EE PWD Dn. AmetTender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.rajasthan.gov.in/
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Documents
BOQ Items
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 For coping Height upto 5m
2.25
4672
10512
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Plastering with cement mortar (1:3 ) on brick work/Stone work in sub-structure as per Technical specifications
181.5
116
21054
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications
180
115
20700
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By Mix in Place Method (Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401)(iii)for grading-III Material
11.25
224
2520
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White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning Scraping etc. as per specification Clause 1915
25
12
300
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (I)Granular material
168.75
467
78806.25
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Providing and fixing of precast concrete interlocking blocks of M 30 grade manufactured from fully computerised automatic stationer hydraulic vibro pressed machine and fully computerised automatic batching plant of class A1 / A2 as per BS 6717: 2001 with rubber mould technology including painting with lacker polishing. The CC interlocking paving Blocks be laid on average 50 mm thick bed of coarse sand and the joint on is to be filled with fine sand. laying procedure on compacted subbase as defined. Complete job is to be executed as per the instruction of Engineer in charge. The rates to be inclusive of all lead and lift and taxes. 1. Shape : As specified by Engineer-in-charge.2. Tensile splitting strength and breaking load as per BS : 6717-2001.3. Colour : Grey cement natural colour 4. Variation in Dimension : Less than 1.6mm 5. Variation in thickness : Less than 3.2mm P & F –do--80mm thick (M-30 Grade) –do--
62.5
550
34375
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