ADB-NAG(II)-01

Amount

1) Dahegoan to Kalambi to Alesur in Kalmeshwar Taluka of District Nagpur

Bill No. 1 Road Work

Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.

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 upto 1000 m as per Technical Specification Clause 302.3

Construction of embankement with approved materials deposited at site from roadway cutting and excavation from drain & foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5

Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2 97 % P.D.

Construction of embankement with approved material obtained from borrow pits with all lead & lift upto 1.50 M transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of tables 300.1 & 300.2 as per technical specification clause 301.5

Granular sub-base/base/surface course with well graded materials (Table 400.1) by mix in place method normal Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory wheel roller to achieve the desired density complete as per Technical Specification Clause 401. For Grading II Material

Providing, laying, Spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification Clause 405

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 407

Construction of 50 mm Thick Modified penetration Macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 KN static roller to acheive the desired degress of compaction as per technical specification clause 506.

Tack Coat-Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on granular surface treated with primer at the rate of 0.250 kg / 10 sqm (VG-30) bulk bitumen (rates are considered to arrive at rates as per technical specification clause 503

Providing, Laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or Emulsion to required line, grade and Level to serve as wearing coarse on a previously prepared base, including Mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either type A as per Technical specification Clause 508.

Providing and Laying Seal Coat Sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B, as per Technical Specification Clause 510

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

5 th KM Stone

Ordinary KM Stone

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

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate 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 middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below 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 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 1700.1

Providing and fixing Semi reflective Cautionery, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and grey colour on back with red reflective border of 65mm width and required letters and figure with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade and colour supported and welded on 47mm *47mm *12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450*450*600mm, 600mm below ground level as per approved drawing Clause 1701.2.2

800 mm x 600 mm rectangular

600 mm equilateral and Triangle

MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA- P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design,painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed

Sign Board of PMGSY Project Information : Providing and fixing of typical retro reflective PMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Three Plates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013 (11)/ 3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.

Providing of Construting CC M-15 TBM Stone of Size 0.30 x 0.30 x 0.75 M including excavation, CC M10 for foundation, Painting, lettering with MMGSY Logo, curing, finishing etc., complete

Bill No. 2 C.D. Work

Earth in Excavation for foundation of structures upto 3M depth as per drawing and technical specifications Clause 1104 including setting out construction of shoring and bracing, removal of slumps and other deleterious material dressing of sides and bottom and back filling with approved material by mechanical means.

Providing rubble filling of trap/ granite/ quartzite/ gneiss stones for foundations including filling voids with sand/ grit and compaction etc complete. (SSR It. No. CD 11.01 / P.No. 81)

Providing concrete for plain cement concrete M-10 in open foundation complete as per drawings and technical specification clauses 802,803, 1202 1203

Plain Cement Concrete M15 in substructure complete as per drawings and technical specifications clause 802,804,805, 806,807, 1202 &1204

Providing and laying Cement concrete pipe NP3 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets. Clause 1106.

Providing and laying cement concrete pipe of I.S.458/2003 NP Class-2 of 600mm diameter in proper line, level and slope including providing, fixing collars in C.M.1:2 and curing etc. complete.

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 407

Bill No. 3 RCW

Earth in Excavation for foundation of structures upto 3M depth as per drawing and technical specifications Clause 1104 including setting out construction of shoring and bracing, removal of slumps and other deleterious material dressing of sides and bottom and back filling with approved material by mechanical means.

Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)

Providing rubble filling of trap/ granite/ quartzite/ gneiss stones for foundations including filling voids with sand/ grit and compaction etc complete. (SSR It. No. CD 11.01 / P.No. 81)

Providing concrete for plain cement concrete M-10 in open foundation complete as per drawings and technical specification clauses 802,803, 1202 1203

Plain Cement Concrete M15 in substructure complete as per drawings and technical specifications clause 802,804,805, 806,807, 1202 &1204

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 407

Providing and laying Cement concrete pipe NP3 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets. Clause 1106.

Providing and laying cement concrete Wearing Course M-30 including reinforcement as per drawing and technical specifications Clauses 800, 1206.3

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1 no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantalling of Masnory Works as per Technical Specification Clause 202

Bill No. 4 Road Safety

Painting lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. 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 contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.

Providing Speed Breaker

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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 be level, uniform and free from streaks and holes.complete.

2) NH 353J Ubgi to Pohi to Rahulgoan in Kalmeshwar Taluka of District Nagpur

Bill No.1 Road Work

Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201.

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 upto 1000 m as per Technical Specification Clause 302.3

Construction of embankement with approved materials deposited at site from roadway cutting and excavation from drain & foundation of other structures graded and compacted to meet requirement of tables 300.1 and 300.2 as per technical specification clause 301.5

Construction of embankement with approved material obtained from borrow pits with all lead & lift upto 1.50 M transporting to site, spreading, grading to required slope and compacting with vibratory roller to meet requirement of tables 300.1 & 300.2 as per technical specification clause 301.5

Granular sub-base/base/surface course with well graded materials (Table 400.1) by mix in place method normal Construction of granular sub-base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory wheel roller to achieve the desired density complete as per Technical Specification Clause 401. For Grading II Material

Providing, laying, Spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 KN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill up the interstices of coarse aggregate, watering and compacting to the required density Grading II as per Technical Specification Clause 405

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 407

Construction of 50 mm Thick Modified penetration Macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 KN static roller to acheive the desired degress of compaction as per technical specification clause 506.

Tack Coat-Providing and applying tack coat on the prepared surface heating by flames in Boiler and spraying bitumen with sprayer on granular surface treated with primer at the rate of 0.250 kg / 10 sqm (VG-30) bulk bitumen (rates are considered to arrive at rates as per technical specification clause 503

Providing, Laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm aggregates either using penetration grade bitumen or Emulsion to required line, grade and Level to serve as wearing coarse on a previously prepared base, including Mixing in a suitable plant, laying and rolling with a three wheel 80-100 KN static roller capacity, finished to required level and grades to be followed by seal coat of either type A as per Technical specification Clause 508.

Providing and Laying Seal Coat Sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B, as per Technical Specification Clause 510

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

5 th KM Stone

Ordinary KM Stone

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

Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate 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 middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below 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 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 1700.1

Providing and fixing Semi reflective Cautionery, mandatory and informatory sign board as per IRC:67 made of 1.5mm thick MS sheet duly stove white colour in front and grey colour on back with red reflective border of 65mm width and required letters and figure with reflective tape engineering grade as per clause 1701.3.9 of MORD for rural roads of required shade and colour supported and welded on 47mm *47mm *12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450*450*600mm, 600mm below ground level as per approved drawing Clause 1701.2.2

800 mm x 600 mm rectangular

600 mm equilateral and Triangle

MMGSY / PMGSY Citizen' s information Board- Providing and fixing of typical PMGSY Retro Reflective information board as per as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing.Two ACP (Aluminum Composite Panel) sheets of 4 mm thick, of 900 mm x 750mm size fixed at top & bottom duly rivetted with MS angles of 35 x 35 x 5 mm thick M.S angle shall be welded by two vertical M.S angle of 5 mm thick to 75 mm x 75 mm of 12 SWG square tubes / 75mm Dia Pipe posts duly embedded in cement concrete M-20 grade blocks of 600mm x 600mm x 75mm, below ground level. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA- P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paints as per drawing Clause 1701 and Annexure 1700.1 (10.16). The design,painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.3 and Fig.4 and as directed

Sign Board of PMGSY Project Information : Providing and fixing of typical retro reflective PMGSY Project informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Three Plates ACP (Aluminum Composite Panel), material specificaitons as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The middle 4mm ACP plate of will be 1200x150mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The main 4mm ACP lower most plate will be 1500mmx600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of lower most plate and flat iron frame of the middle plate will be welded to two nos. 75mm x75mm x 12 swg sheet tubes posts placed at 1125mm apart centre to centre. the top of the middle plate will be flushed with the top of 75mm dia medium steel tube posts and these posts will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level and the bottom of the middle plate will be 100mm above the top level of the lower most plate. the diamond shaped plate mounted over flat angle iron frame will be connected to middle plate by square steel section of 47mmx47mm, thickness 12SWG having a spacing of 100mm between the diamond shaped plate and middle plate and this square section will be riveted to the bottom point of the diamond shaped plate. PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013 (11)/ 3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors. All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY Signage Guidelines Fig.2 and as directed by Engineer-In-charge. . A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.

Providing of Construting CC M-15 TBM Stone of Size 0.30 x 0.30 x 0.75 M including excavation, CC M10 for foundation, Painting, lettering with MMGSY Logo, curing, finishing etc., complete

Bill No. 2 C.D. Work

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 material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (B) Cement Concrete

Removing all types of Hume Pipes and Stacking within a lead of 1000m including Earth work and Dismantling of Masonary works as per technical Specifications Clause 202 (

Earth in Excavation for foundation of structures upto 3M depth as per drawing and technical specifications Clause 1104 including setting out construction of shoring and bracing, removal of slumps and other deleterious material dressing of sides and bottom and back filling with approved material by mechanical means.

Providing rubble filling of trap/ granite/ quartzite/ gneiss stones for foundations including filling voids with sand/ grit and compaction etc complete.

Providing concrete for plain cement concrete M-10 in open foundation complete as per drawings and technical specification clauses 802,803, 1202 1203

Plain Cement Concrete M15 in substructure complete as per drawings and technical specifications clause 802,804,805, 806,807, 1202 &1204

Providing and laying Cement concrete pipe NP3 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets. Clause 1106.

Providing and laying cement concrete pipe of I.S.458/2003 NP Class-2 of 600mm diameter in proper line, level and slope including providing, fixing collars in C.M.1:2 and curing etc. complete. (SSR It. No. CD 11.09 / P.No. 81)

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 407

Bill Noo. 2 Protection Work

Earth in Excavation for foundation of structures upto 3M depth as per drawing and technical specifications Clause 1104 including setting out construction of shoring and bracing, removal of slumps and other deleterious material dressing of sides and bottom and back filling with approved material by mechanical means.

Providing rubble filling of trap/ granite/ quartzite/ gneiss stones for foundations including filling voids with sand/ grit and compaction etc complete. (

Providing concrete for plain cement concrete M-10 in open foundation complete as per drawings and technical specification clauses 802,803, 1202 1203

Plain cement concrete Grade M-20 in substructure complete as per drawings and technical specifications Clause 802, 804, 805, 806, 807, 1202 and 1204

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia PVC 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

Providing and Laying filter material undermeath pitching in slopes complete as per drawing and technical specification clause 1302

Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302

Bill No. 4 R.C.W.

Earth in Excavation for foundation of structures upto 3M depth as per drawing and technical specifications Clause 1104 including setting out construction of shoring and bracing, removal of slumps and other deleterious material dressing of sides and bottom and back filling with approved material by mechanical means.

Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary)

Providing rubble filling of trap/ granite/ quartzite/ gneiss stones for foundations including filling voids with sand/ grit and compaction etc complete.

Providing concrete for plain cement concrete M-10 in open foundation complete as per drawings and technical specification clauses 802,803, 1202 1203

Plain Cement Concrete M15 in substructure complete as per drawings and technical specifications clause 802,804,805, 806,807, 1202 &1204

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 407

Providing and laying Cement concrete pipe NP3 for culverts on first class bedding of granular material and single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets. Clause 1106.

Providing and laying cement concrete Wearing Course M-30 including reinforcement as per drawing and technical specifications Clauses 800, 1206.3

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1 no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301

Bill No.5 Road Safety

Painting lines, dashes, arrows etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15cm wide strips, fitted with 80x100mm rectangular or 75mm dia. circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings

Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. 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 contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (Rate as per PWD SSR 21-22 Item No. 6.09 / P.No. 47)

Providing Speed Breaker

Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beads on Bituminous Surface- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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 be level, uniform and free from streaks and holes.complete.(