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| Sl No | Description | Qty | Unit | roshan L2 | SAJU A L1 |
|---|---|---|---|---|---|
| 1.00Road retarring | |||||
| 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. | 18.9 | cum | 69 ₹1,304.1 | 67 ₹1,266.3 Lowest |
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 341.6 | sqm | 11 ₹3,757.6 | 10 ₹3,416 Lowest |
| 1.00 | OD317752/2024-2025:Granular sub-base/base/surface course with departmental 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.(using deptl material) | 20.5 | cum | 194 ₹3,976.22 | 192 ₹3,935.23 Lowest |
| 1.00 | 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. | 27.38 | cum | 2,350 ₹64,352.4 | 2,305 ₹63,120.12 Lowest |
| 1.00 | OD333689/2024-2025:Interlocking Concrete Block Pavement
Providing and Laying of Interlocking Concrete Block Pavements having thickness 60mm as per drawings and Technical Specification Clause 1504(Bedding with 6mm aggregate and filling joints with sand )sand as per Table 1500.5
Bed = 60.00x3.75x0.025 =5.625 cum
Joints = 60x0.06x0.1 = 0.36 cum | 415.8 | sqm | 900 ₹3,74,220 | 846 ₹3,51,766.8 Lowest |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 16.02 | cum | 8,200 ₹1,31,364 | 8,193 ₹1,31,251.86 Lowest |
| 1.01 | 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) | 2.2 | cum | 7,880 ₹17,336 | 7,823 ₹17,210.6 Lowest |
| 1.01 | OD333639/2024-2025:Lifting coveying fixing the existing RCC covering slab of any thicknss on top of drain in position including all labour charges and miscellanenious expenses etc complete (derived from 55.25) | 2.7 | cum | 2,740 ₹7,398 | 2,714 ₹7,327.8 Lowest |
Tender Value
Refer Docs
EMD Value
₹13,927
Closing Date
21 Mar 2025, 4:00 pmClosed
ASSISTANT ENGINEER
Assistant Engineer LSGD Engineering wing Thalassery Municipality
ROAD RENNOVATION AYIRAM KONI TO RASAQUE SHOP WARD 44
2025_LSGD_732168_22
E1-117/24
Open Tender
Civil Works - Roads
Item Rate
180 days
THALASSERY
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,230
Yes
₹13,927
Yes
9 Aug 2025
13 Mar 2025
22 Mar 2025
13 Mar 2025
21 Mar 2025
13 Mar 2025
Amount
Road retarring
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.
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD317752/2024-2025:Granular sub-base/base/surface course with departmental 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.(using deptl material)
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.
OD333689/2024-2025:Interlocking Concrete Block Pavement Providing and Laying of Interlocking Concrete Block Pavements having thickness 60mm as per drawings and Technical Specification Clause 1504(Bedding with 6mm aggregate and filling joints with sand )sand as per Table 1500.5 Bed = 60.00x3.75x0.025 =5.625 cum Joints = 60x0.06x0.1 = 0.36 cum
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
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)
OD333639/2024-2025:Lifting coveying fixing the existing RCC covering slab of any thicknss on top of drain in position including all labour charges and miscellanenious expenses etc complete (derived from 55.25)
roshan (BID ID -2165529)
Bidder Name
SAJU A
roshan
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