Highways Department-HD has published Tender For Widening The Curves And Providing Road Safety Works In Km 0/0-3/500 Of Adhanur -- Harijan Colony Road To Madambakkam Via Ttc Staff Colony Road (Odr). Submission Date for this Tender is 06-11-2023. Road Work Tenders in kancheepuram 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 materias 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 a) box cutting for wideneing portion as per MORT&H Rev. V specificationsNo.111,112,301,305. |
| 2 | Road |
| 3 | 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 on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for Grading V Material. as per MORT&H Rev. V specificationsNo.111,112,401,900. |
| 4 | Road |
| 5 | 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 on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for Grading III Material. as per MORT&H Rev. V specificationsNo.111,112,401,900. |
| 6 | Road |
| 7 | 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 clause 406 of MORTH Specification. MORTH No. 111,112, 406, 900. |
| 8 | Road |
| 9 | 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 as per clause 502 of MORTH Specification over WMM. MORTH No. 111, 112, 501, 502, 900.. |
| 10 | Road |
| 11 | 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 as per clause 503 of MORTH Specification- over bituminous surfaces. MORTH No. 111, 112, 501, 503, 900 |
| 12 | Road |
| 13 | Tack coat- Providing and applying tack coat over existing BT surface with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm for prepuatory to another bituminous Construction over it including cost of material, labour Charges, rentals for machinery,fuel and all other incidental Charges etc , complete as per clause 503 -MORT&H Rev. V specifications . |
| 14 | Road |
| 15 | Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Central Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 40) at percentage specified by Job Mix Formula 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, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.505 of MoRTH specification Grading II. MORTH No. 111, 112, 501, 505, 900 |
| 16 | Road |
| 17 | Bituminous Concrete (Table500-17) Providing and laying bituminous concrete with Central Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder(Viscosity Grade-40) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II MORTH No. 111, 112, 501, 507, 900. |
| 18 | Road |
| 19 | Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance |
| 20 | Road |
| 21 | Providing and laying of Hot applied Thermoplastic compound 2.5mm thick including reflectoring glass beds @ 250 grms per Sqm. area thickness of 2.50mm is exclusive of surface applied glass beds as per IRC:35. The finished surface to be level, uniform and free streaks ans holes etc., complete (as per MORTH specification No. 803) |
| 22 | Road |
| 23 | Providing and fixing reflective road studs of "category A" raised pavement markers made out of Polycarbonate / methyl methecrylate / ABS moulded Body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No. RW/NH. 33023/10/97-DO.III Dt.11.06.97. The height, width and length shall not be less than 15mm, 90mm and 100mm and with minimum reflective area of 13 sq.cm on each side and slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30 +/- 2mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D 4280 and confirming to IRC 35 – 2015 guidelines and MORT&H specification 804 etc., complete. |
| 24 | Road |
| 25 | Reto Reflectorised Traffic signs : (Without definition board) Type IV Providing and fixing of Retro – reflectorised Cautionary, Mandatory and informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC -67:2012 and ASTM D4956 – 09, specification and fixed over 2mm thickness aluminum sheet fixed over as back supporting frame of 25mm x 25mm x 3mm mild steel angle and supported on a mild steel angle post of 75x75x6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67- 2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm size including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67 – 2012. The retro – reflective sheeting shall be covered under 7 years warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H specification No.801). (Without definition board) |
| 26 | 90 Cm equilateral triangle board |
| 27 | Chevron Board (60x45 Cm ) rectanglar |
| 28 | Providing and erecting Single sided Double guard System comprising of 3mm thick wall "W" beams, posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360. And dip galvanized having Zinc mass of 550 gms / Sqm minimum 95mm above road / ground level, fixed on ISMC series channel vertical post 150x75x5 mm spaced 2M centre ot cenre, 312mm x 83mm flange width x 3mm thick 4318 mm long Post directly embedded in the concrete (M20) pit size 350x350x800mm for a length of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS: 1367 clause 4.60 all completed as per Technical Specifications and as directed by the Engineer - in - charges. |
| 29 | Road |
| 30 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 31 | Basic cost of value put to tender as per estimate |
| 32 | Add GST at 18% |
| 33 | Total Value put to Tender |
| 34 | Quoted value |
| 35 | Final Quoted Value |
| 36 | Add GST at 18% of Final Quoted Value |
| 37 | Total Value of Contract Including 18% of GST |
| 38 | Basic cost of value put to tender as per Estimate |
| 39 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
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