Tender For Construction Of Civil Work In Agamt Ii Village Panchayat At Neduvakkottai
Tender Value
40.55 Lakhs
Estimated cost
Bid Submission
03 Jul 2025
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
mannargudi → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
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Address
Project Description
Construction Of Civil Work In Agamt Ii Village Panchayat At Neduvakkottai
BOQ
| Sl. No. | Item Description |
| 1 | 1.Providing Interlocking Concrete Block Pavement at Rasi nagar first cross street in neduvakottai Panchayat. Km (0/096) |
| 2 | Earth work excavation in hard stiff clay soil with initial lead and lift as per SS20B for fondation |
| 3 | CC 1:4:8 mix using 40 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 4 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 5 | CC 1:2:4 mix using 20 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 6 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal@20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method). |
| 7 | Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 andTechnical specification clause 1504. |
| 8 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges |
| 9 | Provision for name board |
| 10 | 2.Providing Interlocking Concrete Block Pavement at Omsakthi nagar Extension in Neduvakottai Panchayat. Km (0/050) |
| 11 | Earth work excavation in hard stiff clay soil with initial lead and lift as per SS20B for fondation |
| 12 | CC 1:4:8 mix using 40 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 13 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 14 | CC 1:2:4 mix using 20 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 15 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal@20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method). |
| 16 | Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 andTechnical specification clause 1504. |
| 17 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges |
| 18 | Provision for name board |
| 19 | 3. Providing Interlocking Concrete Block Pavement at Neduvakottai Mela undiyal theru in Neduvakottai Panchayat. Km (0/065) |
| 20 | Earth work excavation in hard stiff clay soil with initial lead and lift as per SS20B for fondation |
| 21 | CC 1:4:8 mix using 40 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 22 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 23 | CC 1:2:4 mix using 20 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 24 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal@20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method). |
| 25 | Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 andTechnical specification clause 1504. |
| 26 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges |
| 27 | Provision for name board |
| 28 | 4. Providing Interlocking Concrete Block Pavement at subam nagar in Neduvakottai Panchayat. Km (0/045) |
| 29 | Earth work excavation in hard stiff clay soil with initial lead and lift as per SS20B for fondation |
| 30 | CC 1:4:8 mix using 40 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 31 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 32 | CC 1:2:4 mix using 20 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 33 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal@20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method). |
| 34 | Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 andTechnical specification clause 1504. |
| 35 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges |
| 36 | Provision for name board |
| 37 | 5. Providing Interlocking Concrete Block Pavement at Ampethkar cross street in Neduvakottai Panchayat. Km (0/043) |
| 38 | Earth work excavation in hard stiff clay soil with initial lead and lift as per SS20B for fondation |
| 39 | CC 1:4:8 mix using 40 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 40 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 41 | CC 1:2:4 mix using 20 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 42 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal@20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method). |
| 43 | Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 andTechnical specification clause 1504. |
| 44 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges |
| 45 | Provision for name board |
| 46 | 6. Providing Interlocking Concrete Block Pavement at Natesanagar in Neduvakottai Panchayat. Km (0/050) |
| 47 | Earth work excavation in hard stiff clay soil with initial lead and lift as per SS20B for fondation |
| 48 | CC 1:4:8 mix using 40 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 49 | Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid) |
| 50 | CC 1:2:4 mix using 20 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 51 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal@20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method). |
| 52 | Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 andTechnical specification clause 1504. |
| 53 | Collection and supply of gritty gravel from appd quarry including cost and conveyance of all materials to site including all labour charges |
| 54 | Provision for name board |
| 55 | 7. Construction of Threshing Floor @ Pethanayaki amman kovil thidal in Neduvakottai Panchayat |
| 56 | Earth work excavation in hard stiff clay soil with initial lead and lift as per SS20B for fondation |
| 57 | Filling with carted earth including cost and conveyance of all materials to site and all labour charges for filling etc.,complete. |
| 58 | Filling with good river sand including cost, conveyance for all materials& labour charges etc complete |
| 59 | CC 1:4:8 mix using 40 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 60 | Cement Concrete 1:3:6using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete. |
| 61 | RCC 1:2:4 mix using 20mm ISS HBG Metal including cost and conveyanceof all materials and all labour charges etc.,complete for Tie beam |
| 62 | Supplying and fabricating and placing in position MS or RTS reinforcement works |
| 63 | Supply and erecting centering and shuttering with steel materials including all labour charges etc.,complete |
| 64 | Brick work in CM 1:5 mix using country bricks of size 8¾x4¼x2¼ including cost and conveyance and all other labour charges etc., completed |
| 65 | Platering with CM 1:5 mix, 12mm thick including cost and conveynace and all laour charges etc., completed |
| 66 | Provision for Tar Pad |
| 67 | Provision for name board |
| 68 | 8. Construction of Threshing Floor @ Melanagai vaduvankuam thidal in Neduvakottai Panchayat |
| 69 | Earth work excavation in hard stiff clay soil with initial lead and lift as per SS20B for fondation |
| 70 | Filling with carted earth including cost and conveyance of all materials to site and all labour charges for filling etc.,complete. |
| 71 | Filling with good river sand including cost, conveyance for all materials& labour charges etc complete |
| 72 | CC 1:4:8 mix using 40 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 73 | Cement Concrete 1:3:6using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete. |
| 74 | RCC 1:2:4 mix using 20mm ISS HBG Metal including cost and conveyanceof all materials and all labour charges etc.,complete for Tie beam |
| 75 | Supplying and fabricating and placing in position MS or RTS reinforcement works |
| 76 | Supply and erecting centering and shuttering with steel materials including all labour charges etc.,complete |
| 77 | Brick work in CM 1:5 mix using country bricks of size 8¾x4¼x2¼ including cost and conveyance and all other labour charges etc., completed |
| 78 | Platering with CM 1:5 mix, 12mm thick including cost and conveynace and all laour charges etc., completed |
| 79 | Provision for Tar Pad |
| 80 | Provision for name board |
| 81 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package} |
AI Tender Summary
Tender Timeline
Jun 26, 2025
11:30 IST
Tender Published
Tender notice published.
CompletedJul 03, 2025
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJul 03, 2025
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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