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| Sl No | Description | Qty | Unit | Vijayan A L1 | SUDHISH P L2 |
|---|---|---|---|---|---|
| 1.00Providing CC Paver block to road | |||||
| 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. | 285 | sqm | 14.94 ₹4,257.9 | 12 ₹3,420 Lowest |
| 1.00 | OD87522/2025-2026: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.using scarified material. | 25.65 | cum | 190 ₹4,873.5 Lowest | 2,200 ₹56,430 |
| 1.00 | 4.1.A.1: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. (i) For Grading I Material | 12.35 | cum | 2,900 ₹35,815 Lowest | 3,300 ₹40,755 |
| 1.00 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 28.5 | cum | 3,504 ₹99,864 Lowest | 3,600 ₹1,02,600 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 26.84 | cum | 65.97 ₹1,770.96 Lowest | 95 ₹2,550.28 |
| 1.01 | OD244500/2025-2026:od1400573/2021_2022 :(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 aggregate and filling joints with
sand. Sand as
per Table 1500.5
Bed = 60.00x3.75x 0.03 = 6.75 cum
Joints = 60x0.08X0.1 = 0.48 cum | 380 | sqm | 1,005 ₹3,81,900 Lowest | 1,200 ₹4,56,000 |
| 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) | 26.84 | cum | 8,800 ₹2,36,236 Lowest | 9,500 ₹2,55,027.5 |
Tender Value
₹7.6 L
EMD Value
₹19,015
Closing Date
8 Sept 2025, 3:00 pmClosed
ANAND.T.M
Office of the Assistant Engineer, LID AND EW Section, Chokli Grama Panchayat
Annual Plan-CHOKLI GP Pro No 117/25-26-CHOKLI TAXI STAND ROAD MAINTENANCE-General Civil Work
2025_LSGD_788728_18
02/2025-26/AE/LID AND EW/CHOKLI
Open Tender
Civil Works - Roads
Item Rate
180 days
CHOKLI GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,680
Yes
₹19,015
Yes
27 Oct 2025
23 Aug 2025
9 Sept 2025
23 Aug 2025
8 Sept 2025
23 Aug 2025
Amount
Providing CC Paver block to road
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.
OD87522/2025-2026: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.using scarified material.
4.1.A.1: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. (i) For Grading I Material
4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
OD244500/2025-2026:od1400573/2021_2022 :(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 aggregate and filling joints with sand. Sand as per Table 1500.5 Bed = 60.00x3.75x 0.03 = 6.75 cum Joints = 60x0.08X0.1 = 0.48 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)
SUDHISH P (BID ID -2325837)
Bidder Name
SUDHISH P
Vijayan A
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