Highways Department-HD has published Road Safety Work 2019-20 Widening Only To Junction At Km 106 450 106 720 Of Ooty Kothagiri Mettupalayam Sathy Gobi Erode Road Sh 15 Including Providing Centre Median. Submission Date for this Tender is 23-12-2020. Road Work Tenders in Gobi Tamil Nadu. Bidders can get complete Tender details and download the document.
| Schedule - A to accompany the Tender for the work of Widening only to junction at km 106/450-106/720 of Ooty - Kothagiri - Mettupalayam - Sathy - Gobi - Erode road (SH-15) including Providing Centre Median | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Excavation including removal and satisfactory disposal of all materias 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, as per MORTH Specification for boxing (SS 20B) \n(MORT&H No - 111, 112, 301, 305,900) | 198.17 | Cubic\nmetre | |
| 2 | 2 | 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 of MORTH Specification- for grading- V Material\n(MORT&H No - 111, 112, 401, 900) | 70.06 | Cubic\nmetre | |
| 3 | 3 | 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.\n(MORT&H No - 111, 112, 406, 900)\n | 77.82 | Cubic\nmetre | |
| 4 | 4 | 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 \n(MORT&H No - 111, 112, 101, 502, 900) | 311.25 | Square\nmetre | |
| 5 | 5 | 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 granular surfaces treated with primer\n(MORT&H No - 111, 112, 501, 503, 900) | 311.25 | Square\nmetre | |
| 6 | 6 | Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 30) 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 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.505 of MoRTH specification Grading II\n(MORT&H No - 111, 112, 501, 505, 900) | 31.14 | Cubic \nmetre | |
| 7 | 7 | Bituminous Concrete (Table 500-17) 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 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\n(MORT&H No - 111, 112, 501, 507, 900) | 9.34 | Cubic \nmetre | |
| 8 | 8 | 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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 foundation of Abutments and Piers\n(MORT&H No - 111, 112, 301, 305, 900) | 134 | Cubic \nmetre | |
| 9 | 9 | Plain cement concrete M10 (Nominal mix) using 40mm ISS graded HBG metal including cost and conveyance of all materials to site and cement at site including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges etc., complete as per standard specifications for Levelling Course below box culvert and wing wall.\n(MORT&H No - 111, 112, 501, 504, 900, 3004) | 8 | Cubic metre | |
| 10 | 10 | Vibrated Reinforced cement of grade M25 (Design mix) using using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cement at site including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges etc., complete as per standard specifications for Box culvert \n(MORT&H No - 111, 112, 501, 504, 900, 3004) | 35 | Cubic metre | |
| 11 | 11 | Vibrated Cement Concrete M20 (Nominal mix) Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Wing wall and Parapet\n(MORT&H No - 111, 112, 501, 504, 900, 3004) | 29 | Cubic metre | |
| 12 | 12 | Supply and fabrication of steel Grade Fe-500 with suitable anticorrosive measurerequired 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 placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification\n(MORT&H No - 1000, 1500, 1600, 900) | 2.7 | Metric Tonne | |
| 13 | 13 | 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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 foundation for Drain.\n(MORT&H No - 111, 112, 304) | 116.25 | Cubic metre | |
| 14 | 14 | Plain cement concrete M10 [Nominal mix 1:3:6] using 40mm ISS graded HBG metal including cost and conveyance of all materials to site and cement at site including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges etc., complete as per standard specifications for Levelling Course.\n(MORT&H No - 111, 112, 501, 504, 900, 3004) | 11.63 | Cubic metre | |
| 15 | 15 | Vibrated Reinforced cement of grade M25 nominal mix using using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cement at site including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges etc., complete as per standard specifications for Raft Slab of drains\n(MORT&H No - 111, 112, 501, 504, 900, 3004) | 15.19 | Cubic metre | |
| 16 | 16 | Vibrated Reinforced cement of grade M25 using using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cement at site including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges etc., complete as per standard specifications for Body wall of Drains.\n(MORT&H No - 111, 112, 501, 504, 900, 3004) | 33.75 | Cubic metre | |
| 17 | 17 | Vibrated Reinforced cement of grade M25 using using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cement at site including form work and centering, using soft water, labour charges for mixing, transporting and placing in position, compacting, finishing and curing, working at depths, hire charges for tools and plants and incidental charges etc., complete as per standard specifications for cover slab of Drains.\n(MORT&H No - 111, 112, 501, 504, 900, 3004) | 40.5 | Cubic metre | |
| 18 | 18 | Supply and fabrication of steel Grade Fe-415 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 placing the reinforcement in position as specified in the drawings including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc. complete as per standard specification\n(MORT&H No - 1000, 1500, 1600, 900) | 4.95 | Metric Tonne | |
| 19 | 19 | Precast Vibrated reinforced Cement Contrete Centre Median of M20 (1:1.5:3), using 20mm & 12mm ISS HBG graded metal including cost of cement including ocst and fabrication of steel, including centering and strutting charges, including labour charges for mixing, transporting, laying and curing of concrete, centre median of size 0.610m at bottom 0.250m at middle 0.150 at top and to height of 0.860m from the road level, rendering smoothness over the CC surface with 10kg of cement for 10 sqm area and painting two coats over the CC surfaces with best approvd quality of synthetic enamel paint including primer etc., including all labour charges, hire charges for tools and plants including erection and fixing 50mm dia PVC pipes fixing centre median in the road using crane and in accordance with the drawings appended here with and as direted by the departmental officers etc., complete\n(MORT&H No - 111, 112, 1000, 1500, 1700, 900) | 30 | Running metre | |
| 20 | 20 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beeds as per IRC:35. The finished surface to be level, uniform and free from streaks and holesetc complete as per MORTH&H specification No.803\n(MORT&H No - 803) | 30 | Square\nmetre | |
| 21 | 21 | Providing and fixing reflective road studs of 'category A' raised pavement markers made out of poly carbonate / Methy/ methecrylate / ABS moulded body confirming to ASTM D 788 and relecetive panels with micro prismatic lens cabable 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 with minimum reflective area of 13 sq.cm. on each side and the 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 MORT&H 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 inimum value of 500 kgf. Fixing will be by drilling holes on the road for the shanks of go inside, whthout 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 D4280 and confirming to IRC 35-2015 guidelines and MORT&H specification 804 etc., complete\n(MORT&H No - 804) | 50 | Nos | |
| 22 | 22 | Providing and erecting direction and Place identification Retro - relectorised sign made out of high intensity prismatic grade sheeting confirming to type IV standards of IRC 67 : 2012 and ASTM D 4956-09 specification and fixed over 2mm thick aluminium sheet ficed over a back supporting frame of 25mm x 25mm x 3mm mild steel angle and supported on a mild steel angle post 75x75x6mm with a clear height of not less thaan 2.10m from the 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 M 15 grade cement concrete 45cm x 45cmx 60cm size including coast and conveyance of all materials, equipments, machinary and labour with all leads and lifts, loading charges necessary for statisfactory completion of the work as directed by the Engineer in charge. High indensity Retro - reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 years warrenty 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 - (for Chavaron Boards) (60cm x 45cm Rectangular boards)\n(MORT&H No - 801) | 4 | Nos | |
| 23 | 23 | Calculation of SubTotal, GST and Total Amount carried out by system automatically | |||
| 24 | 24 | Basic cost of value put to tender as per estimate | 1 | (A) | |
| 25 | 25 | Add GST at 12% | 1 | (B) | |
| 26 | 26 | Total Value put to Tender | 1 | (A+B) | |
| 27 | 27 | Differnce Amount (Excess/Less) | 1 | (D) | |
| 28 | 28 | Quoted Amount (Basic Rate Only) | 1 | (E) | |
| 29 | 29 | Add GST at 12% of of Quoted Amount | 1 | (F) | |
| 30 | 30 | Total Value of Quoted Amount Including 12% of GST | 1 | (E+F) |
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