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| # | Company | Status |
|---|---|---|
| 1 | Admitted-Finance CHENNAI | CHENNAI | TAMIL NADU | 600001 | Admitted-Finance |
| 2 | Admitted-Finance | Admitted-Finance |
Tender Value
₹15.8 L
EMD Value
₹16,000
Closing Date
23 Sept 2022, 3:00 pmClosed
Block Development Officer (VP)
Panchayat Union Office, Thiruverumbur
Renovation of Ayarbadikulam with Retaining Wall ( 73 M ), Inlet and Walking Pathway in Valavanthankottai Panchayat in Thiruverumbur Block under AGAMT-II 2021-2022
2022_RDTN_251028_1
B3/931/2022 Dated 09.09.2022
Open Tender
Civil Works - Water Works
Item Rate
180 days
Thiruverumbur
Please Refer Tender Documents.
5 documents required · 5 mandatory
₹0
₹16,000
Yes
28 Sept 2022
12 Sept 2022
23 Sept 2022
12 Sept 2022
23 Sept 2022
12 Sept 2022
Amount
Renovation of Ayarbadikulam with Retaining Wall ( 73 M ), Inlet and Walking Pathway in Valavanthankottai Panchayat..., Earth work in all soils except hard rock requiring blasting and conveying for formation of bund with lead of 0 to 100 metre deploying earth moving machineries and tippers including benching, formation of bunds, breaking clods, sectioning etc., complete.
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. For Retaining Wall
Supplying and filling with M.Sand in layers of not more than 15cm thick for foundation For Retaining Wall
Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. For Retaining Wall
Supplying and erecting, centering for sides and soffits including supports and strutting up to 3.29m height for plane surfaces as detailed below in all floors with all cross bracings using mild steel sheet etc., complete. For Retaining Wall
Cement Concrete 1:3:6 (One Cement, Three sand and Six hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete. For Retaining Wall
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. For Inlet & Outlet
Supplying and filling with M.Sand in layers of not more than 15cm thick for foundation For Inlet & Outlet
Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. For Inlet & Outlet
Supplying and erecting, centering for sides and soffits including supports and strutting up to 3.29m height for plane surfaces as detailed below in all floors with all cross bracings using mild steel sheet etc., complete. For Inlet & Outlet
Cement Concrete 1:3:6 (One Cement, Three sand and Six hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete. For For Inlet & Outlet
Providing and laying reinforced cement concrete pipe NP2 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry etc.,
Refilling Earth filling between body wall with excavated earth labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.
Earth work Excavation for Foundation in all soils and Sub Soil to full depth as may be directed except in hard rock requiring blasting but inclusive of shoring strutting and requiring the sides of foundation. For Walking Pathway
Supplying and filling with M.Sand in layers of not more than 15cm thick for foundation For Walking Pathway
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) For Walking Pathway
Cement Concrete 1:4:8 (One Cement, Four sand and Eight hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. For Walking Pathway
Supplying and erecting, centering for sides and soffits including supports and strutting up to 3.29m height for plane surfaces as detailed below in all floors with all cross bracings using mild steel sheet etc., complete. For Walking Pathway
Cement Concrete 1:2:4 (One Cement, Two sand and Four hard broken stone jelly) using 20 mm gauge hard broken granite stone jelly for foundation laid in layers of not more than 15 cm thick well rammed, consolidated and curing etc. complete. For Walking Pathway
Providing and Laying of Interlocking Concrete Block (Surface Textured) Pavements having thickness 60mm and compacted over a thin bedding sand layer of 30 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 and Technical specification clause 1504.
Provision for Name Board etc.,
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}
Jayaraman Krishnamoorthy
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