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| 1 | Providing and erecting 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 D 4956 –09,specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 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 45cmX45cmX60cm 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 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as perIRC 67:2012 . ( as per MORT&H Specification No.801) (90 cm equilateral triangle) |
| 2 | Road A |
| 3 | 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 beads as per IRC:35. The finished surface to the level, uniform and free from streaks and holes etc complete as perMoRT&H Specification No.803 |
| 4 | Road A |
| 5 | Providing and fixing reflective road studs of‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate / ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection to the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D 4280. 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, 90 mm and 100 mm and 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 the 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 the 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 andMORT &H Specification No.804 etc., complete |
| 6 | Road A |
| 7 | Tack coat- Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over bituminous surfaces |
| 8 | Road A |
| 9 | 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 JMF of mix and filer, 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 compaction as per MORTH specification clause No.505 complete in all respects - Grading II. (Camber portion) |
| 10 | Road A |
| 11 | Supply and fixing of solar blinking system of size 300mmX200mm molded with polycarbonate, suitable for extreme weather condition 3 inch dia galvanized iron ole with yellow æint of height 5.70 1.5mm thick glass eoxy ultra bright LED display (300mm X 300mm). The solar panel was 12 volt with 75 watts. The battery has 40 Ah etc., fixing the concrete foundation of size 450mm X 450mm X 600mm with M20 concrete and including transpport, labour charges etc |
| 12 | Road A |
| 13 | Dismantling Culverts,bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. For Plain Cement Concreteas per MORT&H Rev. V specificationsNo.111,112,202. |
| 14 | Road A |
| 15 | Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B including conveying the excavted earth wiht a lead of 5km with all leads and lifts and all other incidental charges such as bailing out water providing and maintaining necessary cofferdam, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter etccomplete as per MORT&H Rev. V specificationsNo.111,112,301,305. for FOUNDATION |
| 16 | Road A |
| 17 | Filling with Quarry Dust including cost and conveyance of Stone Dust to work site including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete for foundation of Culvert & Wing Wall |
| 18 | Road A |
| 19 | Vibrated Cement Concrete M15 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, form work,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 for Footings of PCC For Culvert & & Wing Wall |
| 20 | Road A |
| 21 | Vibrated Reinforced Cement concrete in M25 using 20mm& 12 mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per MORTH Rev. V Specification forBox culvert. |
| 22 | Road A |
| 23 | Supply and fabrication of STEEL grade Fe500 D with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. |
| 24 | Road A |
| 25 | Vibrated Reinforced Cement concrete in M25 using 20mm& 12 mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for formwaork, centering, mixing, transporting, laying and curing concrete, tools and plants and incidental charges excluding cost of steel etc., complete as per MORTH Rev. V Specification forWing Wall |
| 26 | Road A |
| 27 | Vibrated cement concrteM20 (Nominal mix 1:1.5:3) using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc.. complete For Wing walls & Parapet Walls as per MORT&H Rev. V specificationsNo.100,1000, 1500,1600, 1700, 2100 |
| 28 | Road A |
| 29 | 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 c)Formation of embankment using carted earth with a lead of 15 km. havingCBR value of more than 8 as perMORTHstandard specifications 111,112,301,305 |
| 30 | Road A |
| 31 | Supply of1000 mm dia RCC NP3 Class pipes conforming toIS 458 specification as directed by the departmental officers including cost and conveyance of pipes to the work site and all other incidental charges etc., complete as per MORT&H Rev. V specificationsNo.100,1000,2900 |
| 32 | Road A |
| 33 | Hoisting and fixing of 1000 mm dia RCC NP3 pipes and collars to proper gradient including all labour charges etc, |
| 34 | Road A |
| 35 | 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 |
| 36 | Road A |
| 37 | 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 |
| 38 | Road A |
| 39 | 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 - over WMM |
| 40 | Road A |
| 41 | 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 - over granular surfaces treated with primer |
| 42 | Road A |
| 43 | 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 JMF of mix and filer, 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 compaction as per MORTH specification clause No.505 complete in all respects - Grading II (Approach Road) |
| 44 | Road A |
| 45 | 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 JMF of mix and filer, 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 compaction as per MORTH specification clause No.507 complete in all respects - Grading-II |
| 46 | Road A |
| 47 | Calculation of SubTotal, GST and Total Amount carried out by system automatically |
| 48 | Basic cost of value put to tender as per estimate |
| 49 | Add GST at 18% |
| 50 | Total Value put to Tender |
| 51 | Quoted value |
| 52 | Final Quoted Value |
| 53 | Add GST at 18% of Final Quoted Value |
| 54 | Total Value of Contract Including 18% of GST |
| 55 | Basic cost of value put to tender as per Estimate |
| 56 | Quoted Rate in Figures (Total Value of Contract Including 18% of GST ) |
