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| 1 | MRL 13- Improvements to Rural Road from Pattinacherry to Padutharkollai via Melaiyur (Km 0/000 to 2/175) in Karaikal region. |
| 2 | 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 earlier and 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 Technical Specification Clause 201. In area of thorny jungle. |
| 3 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead above 1000 m as per Technical Specification Clause 301.9 |
| 4 | Excavation for roadwork in soil with hydraulic excavator of 0.9 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 above 1000 m as per Technical Specification Clause 302.3 |
| 5 | Construction of embankment using tractor with grader 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 (Filling with Cut Earth) |
| 6 | Construction of subgrade and earthern shoulders with approved material gravel obtained from quarry with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead above 1000 m as per Technical Specification Clause 303.1. (Gravel obtained from approved quarry) |
| 7 | 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 (Gravel obtained from approved quarry) |
| 8 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), Wet Mix Plant 100 TPH capacity carriage of mixed material by tipper to plant to site, including laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with Using vibratory roller of 80 to 100 KN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. (using hydrostatic Paver finisher) |
| 9 | 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 specifications MoRTH 403. |
| 10 | Providing and applying primer coat (Low Porosity) 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 |
| 11 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared bituminous surface treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 12 | Providing and laying bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical specification clause. 504. (Using Hydrostatic Paver Finisher) |
| 13 | Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT & H speciications clause 507 complete in all respects |
| 14 | Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint. |
| 15 | Providing and fixing of PMGSY logo with separate description board at the starting point intermediate distance as per standard of PMGSY scheme. The top most plate will be in diamond shape of 600mm x 600 mm size, and the lower M.S.Plate will be of size 1100mmx 300mm and 1.6mm thick (angular cut at one end showing the direction / plain end for PMGSY Scheme name). The M.S. Sheet (1.6mm thick) shall be strengthened by 25mm x 5mm MS flat iron on logo and on both plate edges. The iron frame of both the boards shall welded to single 75mm x 75mm (12SWG) sheet post. The post shall be embedded in cement concrete M15 grade block of 450mm x 450mm x 600mm : 600mm 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 description 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 with primer and two coats of epoxy paint-The design, painting and lettering shall be done as per approved drawing. |
| 16 | Providing and fixing of typical PMGSY informatory sign board with Logo as per MoRD specifications and drawing. Three M.S. plates of 1.6mm thick: top and middle plate dully welded with MS flat iron 25mm x 5mm size on back on edges. The lower plate be welded with MS angle iron frame of 25 mm x 25mm x 5 mm. The angle iron frame the lower most plate and flat iron frame of the middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts (dully embedded in cement concrete grade block of 450mm x 450mm x 600mm: 500mm ground level. The top most diamond plate will be welded to middle plate by 47mm x 47 mm of 12 SWG steel e tube. All MS section 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 framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and annexure 1700- I |
| 17 | Providing and Fixing 'Citizen information Board' for PMGSY Project as per MoRD specifications and drawing. The frame for the board shall be made with 2 Nos. horizontal members MS tubes and 2 Nos. of vertical members ( 75mm x75mm of 12 SWG tubes) posts duly embedded in cement concrete M15 grade blocks of 600 mm x 600mm x750mm: 750mm below the ground level. The main frame shall be stiffened and welded with inner frame using MS tubes 47mm x 47mm of 12 SWG horizontal members and vertical members. Two MS sheet of size 900mm x 750mm and 1.6mm thick dully welded with MS flat iron 25mm x 5mm size on back on edges for information message shall be fixed firmly to the lnner frame. All MS section shall be stove enamelled on both sides. Lettering and printing arrows: borders etc.: be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of frame and post shall be painted with primer and two or more coats of epoxy paint-The design: painting and lettering shall be done as per approved drawing. |
| 18 | Providing and fixing 'Maintenance information board' for PMGSY Project as per MoRD specificadons & drawing- The frame for the board shall be made with 2 Nos- horizontal member MS tubes and 2Nos- of vertical members (75mm x 75mm of 12 SWG tubes) posts duly embedded in cement concrete M 15 grade blocks of 600 x 600mm x 750mm, 750mm below the ground level- The main frame shall be stiffened and welded wth inner frame using MS tubes 47mm x 47mm of 12 SWG comprising 4 horizontal members and 2 vertical members Single MS sheet of size 1500mm x 900mm and 1.6mm thick duly welded with MS flat 25mm x 5mm size on back on edges for infonnation messages shall be fixed firmly to the frame. All M.S. section will be stove enameled on both sides Lettering and printing arrows: borders etc., will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All the sections of frame and post shall be painted with primer and two or more coats epoxy paint. The design: painting and lettering shall be done as per approved drawing. |
| 19 | 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 post 75mm 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 including 7 years warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67-2010 Specification (as per MoRTH & Spec. No. 801) |
| 20 | 60 CM Equilateral triangle (Cautionary) sign Board |
| 21 | 60 CM Circular (Mandatory) sign Board |
| 22 | Chevron Signs board 90 cm |
| 23 | Reflector |
| 24 | 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 or 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 20mm diameter and 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. |
| 25 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gm 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. |
| 26 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 |
| 27 | (ii) Ordinary Kilometer Stone (Precast) |
| 28 | (iii) 200 m stone (precast) |
| 29 | (iv) Guard Stone(precast) |
| 30 | GST Amount for providing Service to Government Contract Work @18% of the total Construction cost (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD |
| 31 | 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, refixingdisplaced guard stones, caution boards, speed limit boards etc with the periodicity for the above activities 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. |
| 32 | For the First Year from the date ofcompletion of work including GST @ 18% |
| 33 | For the Second Year from the date ofcompletion of work including GST @ 18% |
| 34 | For the Third Year from the date ofcompletion of work including GST @ 18% |
| 35 | For the Fourth Year from the date ofcompletion of work including GST @ 18% |
| 36 | For the Fifth Year from the date ofcompletion of work including GST @ 18% Please Enable Macros to View BoQ information |
