Highway Department has published Tender For Construction Of Culvert At Km.1/6 Of Thaiyur Road. Submission Date for this Tender is 14-02-2024. Culvert Tenders in chengalpattu Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 06-Feb-2024 | Other corrigendum 1 | Other | 13-02-2024 |
| 2 | 06-Feb-2024 | Other corrigendum | Other | 13-02-2024 |
| 3 | 13-Feb-2024 | Date corrigendum | Date | 14-02-2024 |
| Sl. No. | Item Description |
| 1 | Earthwork excavation in all classes of soil except soft rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation |
| 2 | Road |
| 3 | Plain Cement Concrete M15 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification No. 1000,1500,1700,2200 - for Foundation. |
| 4 | Road |
| 5 | Supply and fabrication of Tor steel grade Fe-500D steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and palcing the reinforcement in position as specified in the drawings including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc., complete as per standard specifications No.1009,1600. |
| 6 | Road |
| 7 | Providing Precast Vibrated Reinforced Cement Concrete M30 Grade for box culvert of size 2.00 x 1.50 x 1.00m with 0.30m thick sidewalls, 0.40m thick bottom and top slab including cost of shuttering and conveyance of all materails to site and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for boxes of size 2.00 x 1.50 x 1.00m with 300mm vertical walls 400mm top & bottom slabs including cost of loading and unloading the boxes at site and erection of bottom slabs and boxes at site as per sepcifcation. |
| 8 | Road B |
| 9 | Vibrated Reinforced Cement concrete in M25 usingISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for form work, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per relevant standard specification for RCC Wingwall |
| 10 | Road |
| 11 | Vibrated Cement Concrete M20 grade (Nominal mix) using 40mm ISS size HBG metal including cost and conveyance of all materialsfrom approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification No.1000, 1500, 1700, 2200 for Parapet Wall |
| 12 | Road |
| 13 | Excavation including removal and satisfactory disposal of all materials necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer for Diversion Road |
| 14 | Road |
| 15 | Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader onprepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for Grade III Material. as per MORT&H Rev. V specifications No.111,112,401,900. |
| 16 | Road |
| 17 | Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per MoRTH Rev. V Specification No.111, 112, 406, 900. |
| 18 | Road |
| 19 | Prime coat - Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means - over WMM as per MoRTH Rev. V Specification NO.111, 112, 502, 900. |
| 20 | Road |
| 21 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom - over WMM as per MoRTH Rev. V Specification NO.111, 112, 502, 900. |
| 22 | Road |
| 23 | Bituminous Macadam (Table - 500-10) Providing and laying bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade - 30) at percentage specified by JMF by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisherto the required grade, level and alignment, rolling with smooth wheeled, vibratory andand tandem rollers to achieve the desired compaction Grading II No.111, 112, 505, 900. |
| 24 | Road |
| 25 | Bituminous Concrete (Table500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder(Viscosity Grade - 30) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compactioncomplete in all respects Grading II as per MoRTH Rev.V Specification No.111, 507, 900 |
| 26 | Road |
| 27 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 28 | Basic cost of value put to tender as per estimate |
| 29 | Add GST at 18% |
| 30 | Total Value put to Tender |
| 31 | Quoted value |
| 32 | Final Quoted Value |
| 33 | Add GST at 18% of Final Quoted Value |
| 34 | Total Value of Contract Including 18% of GST |
| 35 | Basic cost of value put to tender as per Estimate |
| 36 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
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