Loading
Loading…
Loading…
| Sl No | Description | Qty | Unit | JOY P C L2 | yosaf P K L1 |
|---|---|---|---|---|---|
| 1.00ROAD WORK BETWEEN CH 0/585-0/640KM. | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 47.88 | cum | 66.63 ₹3,190.38 | 65.97 ₹3,158.78 Lowest |
| 1.00 | OD68877/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 7.68 | cum | 8,159.03 ₹62,677.67 | 8,078.25 ₹62,057.12 Lowest |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 33.44 | cum | 8,292.5 ₹2,77,301.2 | 8,210.4 ₹2,74,555.78 Lowest |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 11.88 | cum | 6,455.16 ₹76,687.3 | 6,391.25 ₹75,928.05 Lowest |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 5.7 | cum | 9,320.18 ₹53,143.67 | 9,227.9 ₹52,617.49 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.4 | tonne | 94,678.9 ₹37,492.84 | 93,741.49 ₹37,121.63 Lowest |
| 1.01 | 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. | 31.5 | cum | 64.68 ₹2,037.42 | 64.04 ₹2,017.26 Lowest |
| 1.01 | 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. (ii) Using Gravel mix soil. | 10.5 | cum | 2,343 ₹24,601.5 | 2,319.8 ₹24,357.9 Lowest |
| 1.01 | 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) | 15.75 | cum | 9,015.42 ₹1,41,992.87 | 8,926.16 ₹1,40,587.02 Lowest |
Tender Value
₹6.8 L
EMD Value
₹16,942
Closing Date
8 Aug 2025, 9:10 amClosed
Assistant Engineer
Office of the Assistant Engineer LID EW Section IRITTY MUNICIALITY
Annual Plan-IRITTY MUNICIPALITY- PROJ-NO 41-25-26 ATHI HAJI ROAD CONCRETE AND CULVERT
2025_LSGD_780779_5
AE/ITY/TEN/1/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Iritty Muncipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,942
Yes
23 Sept 2025
31 Jul 2025
12 Aug 2025
31 Jul 2025
8 Aug 2025
31 Jul 2025
Amount
ROAD WORK BETWEEN CH 0/585-0/640KM.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD68877/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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.
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. (ii) Using Gravel mix soil.
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)
3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
OD68878/2025-2026:Supplying and fitting name board of size 75*45 cm maid with GI plain sheet 1.25 mm thick fitted with 35*35*4 mm MS angle 2 nos horizondally & 3 nos vertically to make a frame for strengthening the GI sheet fitted wirh 32 mm GI pipe vertically 90 cm above the GL and fixing in cement concrete 1:2:4 ,30*30*30 cm including post ,conveyance,labour charges,painting etc complete
JOY P C (BID ID -2279223)
Bidder Name
yosaf P K
JOY P C
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1279889.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .