MRL 14 Improvements to the road from Vizhidiyur Village to Southpet

Amount

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 throny jungle

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

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

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)

Construction of subgrade and earthen shoulders with approved material 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 lift as per Technical Specification Clause 303.1.

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

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 100TPH 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 100kN 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)

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

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 with Hydraulic broom as per Technical Specification Clause 503

Providing and laying bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, bitumen at 3.236 percent and Waste plastic at 0.264 percent by weight of total mix and filler 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)

Providing and applying tack coat with Bitumen emulsion (RS1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503

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)

Provision of 15 nos. rumble 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.

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 600mm x 600 mm size, and the lower M.S.Plate of size 1100mm x 300mm x 1.6mm thick ( angular cut at one end showing the direction / palin end of PMGSY Scheme name ). The M.S. Sheet (1.6mm thick ) shall be strengthened by 25mm x 5mm MS flat iron on logo and on bottom plate at edges. The iron frame of both the boards shall be fixed, welded to single 75mm x 75mm (12SWG) sheet tube post. The post shall be embedded in cement concrete M15 grade block of 450mm x 450mm x 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 primer and two coat of epoxy paint. The design, painting and lettering shall be done as per approved drawing.

Project 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 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 25 mm x 25mm x 5 mm. 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 enameled 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 framed posts and steel tubes will be painted primer and two coat of epoxy paint as per drawing clause 1701 and annexure 1700.1.

Providing and Fixing typical 'Citizen's information Board' for PMGSY Project MoRD specifications and drawing. The frames for board shall be made 2 Nos. of horizontal members MS tubes and 2 Nos. of vertical members ( 75mm x75mm x 12 SWG tubes) posts duly embedded in cement concrete M15 grade block of 600 mm x 600mm 750mm, 750mm below the ground level. The main frame shall stiffened and welded with inner frame using MS tubes 47mm x 47mm of 12 SWG comprising 4 horizontal members and 2 vertical members. Two MS sheet of size 900mm x 750mm and 1.6mm thick duly welded with MS flat iron 25mm x 5mm size on back on edges for information messages shall be fixed firmely to the inner frame. All MS will be stove enamelled 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 posts shall be painted with primer and two coat of epoxy paint. The design, painting and lettering shall be done as per approved drawing.

Providing and fixing 'Maintenance information board' for PMGSY Project as per MORD specification & drawing. The frames for board shall be made 2 Nos. of horizontal members MS tubes and 2 Nos. of vertical members ( 75mm x75mm of 12 SWG tubes) posts duly embedded in cement concrete M15 grade block of 600 mm x 600mm 750mm, 750mm below the ground level. The main frame shall stiffened and welded with 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 iron 25mm x 5mm size on back on edges for information messages shall be fixed firmely to the inner frame. All M.S. 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 posts shall be painted with primer and two coat of epoxy paint. The design, painting and lettering shall be done as per approved drawing

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 MORT & Spec. No. 801) (i) 60 Cm Equilateral triangle (Cautionary) sign Board

(ii) 60 Cm Circular (Mandatory) sign Board

(iii) Chevron Signs 90 cm

(iv) Reflector

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 markers 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 equivalent). 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 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.

Providing and laying of hot applied thermoplastic compound 2.5mm thick including 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.

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 (i) Ordinary Kilometer Stone (Precast)

(ii) 200 m stone (precast)

(iii) Guard Stone

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unerviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.

Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable Reinforced Cement Concrete

Earth work excavation for foundation of structures up to 3m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.

Supplying and Filling foundation and basement with filling sand in layers not more than 15cm . Thick well ramed, watered and compacted Complete complying with stanard specification.

Cement concrete 1:2.5:5 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.

Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed.(Below Sill)

Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (Above sill)

Cement concrete 1:2:4 mix using HBG metal for foundation including watering wherever necessary and laid in layers of not more than 15cm thick., compacting etc., complete complying with standard specifications and as directed. (20mm Metal)

Cement concrete 1:1.5:3 using 20mm ISS HBG metal for all RCC item of works excluding cost of Rein forcement and fabricating charges, centering and shuttering but including curing and shall be finished smooth with cement mortar 1:3, 12mm thick. and with kraft paper without claiming extra as directed by the departmental officers complete complying with standard specifications.

Supplying and Fabricating and placing in position MS steel or Ribbed Tor Steel for all Reinforced Cement Concrete works as per the design given including cost of steel and binding wire in all floors etc, Complete complying with standard specification.

Providing and Fixing 20mm thick Compressible Fiber Board in expansion joint complete as per Drawing and MORD Technical Specification.

Providing and fixing Tar Paper for bearing Between Bed Block & Deck slab

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Gravel filling between body wall including cost and conveyance of gravel, labour for filling, watering and compacting etc complete complying with standard specification and as directed by the departmental officer.

Filter media behind abutment wing wall and return wall complete as per drawing and Technical specification.

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) i.e.(18% of SUM of BA13:BA54) (Refer Clause 13.2 & 13.3 of Section 2 of Instruction to Bidders (ITB) of SBD)

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. For the First Year from the date of completion of work including GST @ 18.00%

For the Second Year from the date of completion of work including GST @ 18.00%

For the Third Year from the date of completion of work including GST @ 18.00%

For the Fourth Year from the date of completion of work including GST @ 18.00%

For the Fifth Year from the date of completion of work including GST @ 18.00%