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| 1 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead above 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per TechinicalSpecification Clause 201.In area of thorny Jungle. |
| 2 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and lead above 1000 m as per Technical Specification Clause 301.4 |
| 3 | Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 4 | Construction of embankment using tractor with graderwith approved materials deposited at siteobtained from roadway cutting and excavation from drain andfoundation or other structures graded and compacted to meetrequirement of Tables 300.1 and 300.2 as per Technical SpecificationClause 301.5 (Filling with cut Earth) |
| 5 | Construction of subgrade and earthen shoulders with approvedmaterial gravel obtained from approved quarry with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of table 300.2 with all lead and lifts as per Techinical Specification Clause 303.1. |
| 6 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 . |
| 7 | Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixing thematerial with water at OMC in mechanical mixer (PugMill), Wet Mix Plant 100 TPH capacity carriage of mixed material by tipper to plant to site, including laying inUniform layer insub - base/base course on a well prepared sub - base and compacting withUsing Vibratory roller of 80 to 100kN weight to achieve the desired density including, lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Techinical Speceification Clause 406. (Using Hydrostatic Paver Finisher) |
| 8 | Providing, Laying and Spreading Select Soil 50% (CBR>6) in Base Course on a prepared surface, including mixing of 25% 22.4 mm down Aggregate, 25% Stone Dust and 3% RBI -81 by mix in place with rotavator and grading with motor grader and compacting with 8-10 tonne Vibratory Compactor at OMC to the desired density as per specification MoRTH 403. |
| 9 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 10 | Providing and applying tack coat with Bitumen emulsion (RS1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared granular surface treated with primer and cleaned withHydraulic broom as per Technical Specification Clause 503 |
| 11 | Providing, laying and rolling of close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) aggregates using Premixed with bituminous binder 25.30 kg/10m2 and Waste Plastics 2.2kgl1om2 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per MoRD Technical Specification Clause 507 (Using Hydrostatic Paver finisher) |
| 12 | Provision of 15 nos. rumbles strips covered with premix bituminous carpet 15-20 mm high at centre, 250mm wide placed at 1 m centre to centre at approved locations to control speed, marked with white strips of road marking paint. |
| 13 | Providing and fixing of PMGSY logo with separate description board at the starting point/intermediate \"distance as per standard drawing of PMGSY scheme. The top most plate will be in diamond shape of 600mmx600mm size, and the lower MS plate of size 1100mmx300mmx1.6mm thick (angular cut at one end showing the direction/plain end of PMGSY scheme name).The MS sheet (1.6mm thick) shall be strengthened by 25mmx5mm MS plate iron on logo and on bottom plate at edges. The iron frame of both the boards shall be fixed, welded to single 75mmx75mm (12 SWG) sheet tube post. The post shall be embedded in cement concrete M15 grade block of 450mmx450mmx600mm, below the ground level. The height of the bottom of the lower plate will be 1200mm from the bottom of the post. The spacing between the top diamond shape board and lower plate shall be 150mm. The PMGSY logo and lettering in the descritption board shall be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour as specified. All the sections of frame and posts shall be painted primer and two coat of epoxy paint. The design, painting and lettering shall be done as per approved drawing |
| 14 | Providingand fixing of typical PMGSY informatory sign board with Logo as per MORD specification and drawing Three M.S plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. The lower plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of the middle plate will be welded 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M15 grade block of 450mm x 450mm x 600mm, 500mm below the ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S will be stove enamelled on both sides, Lettering and printing arrow, border etc, will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour, all section of framed posts and steel tubes will be painted with primer and two coat of epoxy paint as per drawing clause 1701 and annexure 1700.1 |
| 15 | Providing and fixing typical Citizen\"s information Board\" for PMGSY Project MoRD specifications and drawing. The frames for board shall be 2 nos. of horizontal members MS tubes and 2 nos. of vertical members (75mmx75mmx12 SWG tubes) posts duly embedded in cement concrete M15 grade block of 600mmx600mmx750mm, 750mm below the ground level. The main frame shall stiffened and welded with inner frame using MS tubes 47mmx47mm of 12 SWG comprising 4 horizontal members and 2 vertical members. Two MS sheet of size 900mmx750mm and 1.6mm thick duly welded with MS flat iron 25mmx5mm size on back on edges for information messages shall be fixed firmly to the inner frame. All MS will be stove enamelled on both sides. Lettering and printing arrow, border etc., will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of frame & posts shall be painted with primer and two coat of epoxy paint. The design, painting and lettering shall be done as per approved drawing. |
| 16 | Providing and fixing \"maintenance information board\" for PMGSY project as per MORD specification and drawing. The frames for board shall be made 2 no. of horizontal members MS tube and 2 nos. of vertical members (75mmx75mm of 12 SWG tubes) posts duly embedded in cement concrete M15 grade blocks of 600mmx600mmx750mm, 750mm below ground level. The main frame shall stiffened and welded with inner frame using MS tube 47mmx47mm of 12 SWG comprising 4 horizontal members and 2 vertical members. Single MS sheet of size 1500mmx900mm and 1.6mm thick duly welded with MS flat iron 25mmx5mm size on back on edges for information messages shall be fixed firmly to the inner frame. All MS will be stove enameled on both sides. Lettering and printing arrows, border, etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of frame post shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per approved drawing. |
| 17 | Providing and fixing of Retro Reflectorised Cautionary, Mandatory Signs with Definition Plate made out of High Intensity Grade Prismatic Sheeting conforming to IRC-67:2010 & ASTM D 4956-09,Type IV Specification and Fixed over 1.5 mm thick Aluminium Sheet Fixed on back support Frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45cm x 45cm x 60cm below Ground Level etc Complete including7 years warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 Specification (as per MORT & Spec. No. 801)60 Cm Equilateral triangle (Cautionary) sign Board |
| 18 | 60 Cm Circular (Mandatory) Sign Board |
| 19 | Chevron Signs 90 Cm (60cm x 45 cm) Rectangular |
| 20 | Reflector |
| 21 | Providing and fixing 3M make reflective road studs of category \"A\" raised pavement markers made out of poly carbornate / ABS moulded body 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 makers shall also confirm the length, height the width of the body shall not be less than 100mm, 15mm and 90mm and base of marker shall be flat within 1.3mm (3 M equivallent).The markers shall support a load of 13635Kg tested in accordance with ASTM D4280.Lenses shall be moulded of Polycarbonate or methyl methecrylate conforming ASTM D788.The area of each retro reflectory surface shall not be less than 13.0Sq.cm.The slope or retro - reflectory surface shall be 35+5 degree to base.Each reflector shall have a CIL not less than values specified in table 1 of said MORTH & H circular and two cylindrical Polymer Shanks not less than 30mm length shall be provided for better anchorage with bituminous grout or epoxy mortor all as per the MoRTH circular No.RW/NH.33023/10/97-DO-III, dt.11.06.97. |
| 22 | Providing and laying of hot applied thermoplastic compound 2.5mm thick incluidng reflectorising glass beads @ 250 gms per sqm. Area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35. The finished surface to be level. uniform and free from streak and holes |
| 23 | Reinforced cement concrete M15grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and TchinicalSpecification Clause 1703 Ordinary Kilometer stone (precast) |
| 24 | 200 m Stone (Precast) |
| 25 | Guard Stone (precast) |
| 26 | GST Amount for providing Service to Government Contract Work @18% of the (sum of total quoted Construction cost& total employer indicated Maintenance cost for 5 years) |
| 27 | Towards the charges for routine maintenance of the road work executed under PMGSY including dressing of berms by refilling the gully with gravel, Trimming to grass, wild seasonal growth on berms, repairs to pot holes in BT surface, Maintenance of Slab type culverts by way of clearing, cleaning, erosion, repair, repairs to cracks, parapet walls, white washing guard stones, painting KM stones, parapets, refixing desplaced guard stones, caution boards, speed limit boards etc with the peiodicity for the above activiies as prescribed in IRC- SP-20-2002 and as directed by the departmental officers except for constructional defects which has to be rectified by the contractor at his own cost. |
| 28 | For the First Year from the date of completion of work including GST @ 18.00% |
| 29 | For the Second Year from the date of completion of work including GST @ 18.00% |
| 30 | For the Third Year from the date of completion of work including GST @ 18.00% |
| 31 | For the Fourth Year from the date of completion of work including GST @ 18.00% |
| 32 | For the Fifth Year from the date of completion of work including GST @ 18.00% |
