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Tender Value
₹17.6 L
EMD Value
₹44,051
Closing Date
17 Jan 2024, 1:00 pmClosed
ASSISTANT ENGINEER
LID EW SECTIONCHEMBILODE
INTERLOCKING
2024_LSGD_641825_1
1/2024/AE/LSGD/CHD 1
Open Tender
Civil Works - Roads
Item Rate
180 days
CHEMBILODE
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹44,051
Yes
12 Feb 2024
9 Jan 2024
18 Jan 2024
9 Jan 2024
17 Jan 2024
9 Jan 2024
Amount
INTERLOCK PAVING
2.4.A.1:Uprooting and Removing Stumps & Roots Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of servicable material by manual means as per Technical Specification Clause 201. A. Lead upto 100 m (i) Girth above 300 mm to 600 mm
3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
OD330877/2023-2024:Granular sub base /base/surface course with local materials(table 400.13) by mix in place method Construction of granular sub base by providing local materials spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per clause 401.4 as per technical spn 408 using available aggregate (scarified material) using Gravel mix soil
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
11.4.3.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203III. P.C.C. grade M 20 (i) Nominal mix (1:2:4)
OD321376/2023-2024:(MOD 6.7.1) Interlocking concrete block pavement .Providing and laying of interlocking concrete block pavements having thickness 80 mm as per drawings and technical specification clause 1504. Bedding with 6mm aggregates and filling joints with sand.Sand as per table 1500.5 bed60x3.75x0.03=6.75 cum joints =60x0.08x0..1=0.48cum
NEERAJ PK
Bidder Name
VINODAN.P
NEERAJ PK
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_979463.pdf
boq_comp_chart.xlsx
xlsx
Download all tender documents and submit your bid
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