Highways Department-HD has published Road Safety Works-Vpm-131 Curve Improvements At Km 6 / 10 Of Kurinjipady-Palur Road-Vpm-131. Submission Date for this Tender is 21-02-2024. Road Work Tenders in cuddalore Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Excavation including removal and satisfactory disposal of all materials necessary for theconstructionof roadway and side drains in accordance with the specifications andthe lines, grades and cross sections shown in the drawings or as indicated by the Engineer forBox Cutting for Wideneing Portion and as per MORTH No. 111, 112, 201, 202, 301, 302. |
| 2 | Providing and Laying Granular Sub-Base Grade- V consisting of well graded Material confirming to the grading given in Table No.400-1,mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratoryroller to achieve the desired density, etc., complete as directed by the Engineer.as per MORTH No. 111, 112, 401, 900. |
| 3 | Providing and Laying Granular Sub-Base Grade-III consisting of well graded Material confirming to the grading given in Table No.400-1,mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratoryroller to achieve the desired density, etc., complete as directed by the Engineer.as per MORTH No. 111, 112, 401, 900. |
| 4 | Provding and Laying Wet Mix Macadam consisting of clean crushed aggregates confirming to the grading given in Table No.400-13, 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 on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 406, 900. |
| 5 | Providing and applying Prime Coat over granular Base with bitumen emulsion (SS-I type) on prepared surface including preparing the road surface and spraying the primer at the rate of 0.70 kg / sqm using bitumen sprayer as directed by the Engineer - over WMM as per MORTH No. 111, 112, 502, 900 |
| 6 | Providing and applying Tack Coat over granular surface treated with primer using Bitumen Emulsion (RS-I type) with mechanical sprayer at the rate of 0.25 kg per sqm as directed by the Engineeras per MORTH No.111,112,503,900. |
| 7 | Providing and applying Tack Coat over existing bituminous surfaces with Bitumen Emulsion (RS-I type) using mechanical sprayer at the rate of 0.20 kg per sqm on the prepared bituminous surface as directed by the Engineer as per MORTH No. 111, 112, 503, 900 |
| 8 | Providing and layingBituminous Macadam which work shall consist of construction, using crushed aggregates, premixed with VG 30 Grade Bitumen at the rate of 3.40% by weight of the total mix confirming to the aggregates andbinder as per table No.500-7 in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for BM(Grade-II) as per MORTH No. 111, 112, 504, 900 |
| 9 | Providing and laying Dense Bituminous Macadamwhich work shall consist of construction, using crushed aggregates, (Table 500-10) premixed with VG 30 grade Bitumen confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporting the mix to the worksite, laying with paver finisher and compaction with smooth wheeled and vibratory roller in accordance with the requirements of the specification and in conformity with the drawing as directed by the Engineer for DBM (Grade-I)as per MORTH No. 111, 112, 505, 900 |
| 10 | Providing and layingBituminous Concrete which work shall consist of construction using coarse aggregates (Table 500-17) premixed with VG 30 Grade Bitumen at the rate of minimum 5.40% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for BC (Grade-II) as per MORTH No. 111, 112, 507, 900 |
| 11 | Refilling Excavated earthincluding laying,watering and consolidation etc., complete as directed by the Engineer for forming the shouldersas per MORTH No.111, 112, 305, 900. |
| 12 | Retaining wall |
| 13 | Earthwork excavation in all classes of soil such as hard stiff clay, stiff black cotton soil, hard red earth, shales, muram, gravel, stone earth etc., depositing on bank with all leads and lifts as per SS 20 B and all other incidental chargesetc., complete as directed by the Engineer as per MORTHNo. 111, 112, 304. for Foundation |
| 14 | Plain CementConcrete ofgradeM10 (nominal mix) using40 mmISS HBGmetal includingcost andconveyanceof allmaterialstosite includingcos t ofform work, centering, softwater, labourchargesformixing,transpoting,laying andcuringconcrete,workingatdepths,ToolsandPlantsshoring , strutting etc.,complete asperrelevant standardspecifications for Levelling Course .as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 for Base course |
| 15 | VibratedCementConcrete ofgradeM20 (nominal mix) using40 mmISS HBGmetal includingcost andconveyanceof allmaterialstosite includingcost ofform work, centering, softwater, labourchargesformixing,transpoting,laying andcuringconcrete,workingatdepths,ToolsandPlantsshoring , strutting etc.,complete asperrelevant standardspecifications for Levelling Course .as per MORTH No. 111, 112, 900, 1000, 1500, 1700, 2100 (Below Sill Level) |
| 16 | Vibrated Reinforced cement concrete M20 using ISS gradedhard granite crushed stone including cost and conveyance of allmaterials to site excluding cost and fabrication of steel but including formwork and centering, softwater, labour charges for mixing, transporting and placing in position, vibrating and compacting, finishing and curing,working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per specification for Box culvert as per MORTH No.1000,1500,1600, 1700,2704 above sill |
| 17 | Providing and fixing 110mm dia PVC seepage pipes of required length for Abutments and wings including cost and conveyance of all materials to work site, cost and labour semi spherical backfill arrangements with 100mm size granite stone at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specificationas per MORTH No.2706 |
| 18 | Refilling with excavated earth complying with standard specification for filling in the foundation trench including labour charges etc., complete filling earth between retaining wall and berms |
| 19 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 20 | Basic cost of value put to tender as per estimate |
| 21 | Add GST at 12% |
| 22 | Total Value put to Tender |
| 23 | Negotiated Percentage |
| 24 | Final Negotiated Value |
| 25 | Add GST at 18% of Final Negotiated Value |
| 26 | Total Value of Contract Including 18% of GST |
| 27 | Basic cost of value put to tender as per Estimate |
| 28 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
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